32
Hilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146 1-800-879-8000 www.hilti.com Attached are page(s) from the 2011 Hilti North American Product Technical Guide. For complete details on this product, including data development, product specifications, general suitability, installation, corrosion, and spacing & edge distance guidelines, please refer to the Technical Guide, or contact Hilti.

Attached are page(s) from the 2011 Hilti North American Product … · 2013-11-20 · Hilti, Inc. 5400 South 122nd East Avenue Tulsa, OK 74146 1-800-879-8000 Attached are page(s)

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Hilti Inc 5400 South 122nd East Avenue

Tulsa OK 74146

1-800-879-8000 wwwhilticom

Attached are page(s) from the 2011 Hilti North American Product Technical Guide For complete details on this product including data development product specifications general suitability installation corrosion and spacing amp edge distance guidelines please refer to the Technical Guide or contact Hilti

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

60 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

3231 Product Description

3232 Material Specifications

3233 Strength Design

3234 Technical Data

3235 Installation Instructions

3236 Ordering Information

ListingsApprovalsICC-ES (International Code Council)ESR-3013NSFANSI Std 61certification for use in potable waterCOLA (City of Los Angeles) RR 25881

Independent Code EvaluationIBCregIRCreg 2009 (ICC-ES AC308)IBCregIRCreg 2006 (ICC-ES AC308)IBCregIRCreg 2003 (ICC-ES AC308)IBCregIRCreg 2000 (ICC-ES AC308)FBCreg 2007LEEDreg Credit 41-Low Emitting Materials

TheLeadershipinEnergyandEnvironmentalDesign(LEEDreg) Green BuildingRatingsystemTM is the nationally accepted benchmark for the design construction and operation of high performance green buildings

3231 Product Description

Hilti HIT-HY 150 MAX-SD Adhesive AnchoringSystemisaninjectabletwo-component hybrid adhesive The two components are kept separate by means of a dual-cylinder foil pack attached to a manifold The two components combine and react when dispensed through a static mixing nozzle attached to the manifold

Hilti HIT-HY 150 MAX-SD Adhesive Anchoring System may be used with continuously threaded rod or deformed reinforcing bar installed in cracked or uncracked concrete The primary components of the Hilti Adhesive Anchoring System are

bull HiltiHIT-HY150MAX-SDadhesivepackaged in foil packs

bull Adhesivemixinganddispensingequipment

bull Equipmentforholecleaningandadhesiveinjection

Product Features

bull Superiorbondperformanceincracked and uncracked normal weight concrete

bull SeismicqualifiedperIBCregIRCreg 2009IBCregIRCreg2006IBCregIRCreg 2003andIBCregIRCreg2000(ICC-ESAC308)PleaserefertoESR-3013(ICC-ESAC308)forSeismicDesignCategory A through F

bull Mixingtubeprovidesproper mixing eliminates measuring errors and minimizes waste

bull Containsnostyrenevirtuallyodorless

bull ExcellentweatheringresistanceResistance against elevated temperatures

Mixing Nozzle

HIT-HY 150 MAX-SD Medium Cartridge

HIT-HY 150 MAX-SD Refill Pack

P3500Dispenser

ED3500 BatteryDispenser

Refill Pack Holder

Refill Pack HolderHIT-HY 150 MAX-SD Jumbo Cartridge

MD2500Dispenser

P8000DDispenser

HAS Threaded Rods

Rebar (supplied by contractor)

Fastener Components

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Guide Specifications

Master Format Section

Previous 2004 Format

03250 03 16 00 (Concrete Anchors)

Related Sections

03200 03 20 00 (Concrete Reinforcing) 05050 05 50 00 (Metal Fabrications) 05120 05 10 00 (Structural Metal Framing)

Injectableadhesiveshallbeusedfor installation of all reinforcing steel dowels or threaded anchor rods into new or existing concrete Adhesive shall be furnished in side-by-side refill packs which keep component A and componentBseparateSide-by-sidepacks shall be designed to compress during use to minimize waste volume Side-by-side packs shall also be

designed to accept static mixing nozzle which thoroughly blends component A andcomponentBandallowsinjectiondirectlyintodrilledholeOnlyinjectiontools and static mixing nozzles as recommended by manufacturer shall be used Manufacturerrsquos instructions shall befollowedInjectionadhesiveshallbeformulated to include resin and hardener to provide optimal curing speed as well as high strength and stiffness Typical curing time at 68degF (20degC) shall be approximately 30 minutes

Injectionadhesiveshallbe HIT-HY 150 MAX-SD as furnished by Hilti

Anchor Rods shall be furnished with chamfered ends so that either end will accept a nut and washer Alternatively anchor rods shall be furnished with a 45 degree chisel point on one end to allow for easy insertion into the adhesive-filled hole Anchor rods shall be manufactured tomeetthefollowingrequirements

1 ISO 898 Class 58

2ASTMA193GradeB7(highstrengthcarbonsteelanchor)

3 AISI 304 or AISI 316 stainless steel meetingtherequirementsofASTMF593 (condition CW)

Special order length HAS Rods may vary from standard product

Nuts and Washers of other grades and styles having specified proof load strength greater than the specified grade and style are also suitable Nuts must have specified proof load strength equaltoorgreaterthantheminimumtensile strength of the specified threaded rod

3232 Material SpecificationsMaterial Properties for Cured Adhesive

Compressive strength1 70 Nmm2 ISO 604

Compressivestrengthmodule(E-modulus)1 1350 Nmm2 ISO 604

Tensile strength break 95 Nmm2 ASTM D 638-97

Elongationbreak 275 ASTM D 638-97

Tensile modulus 2663 Nmm2 ASTM D 638

Flexural strength 4283 Nmm2 ASTM D 790

Flexural modulus 2870 Nmm2 ASTM D 790

Volume shrinkage 3 ISO 3521

Linear shrinkage 3

Water absorption (28 d) 53 ISO 62

pH value cured mortar 6 EN1245

Thermal expansion coefficient 31 ppmdegC

Specific contact resistance 217 x 109 Ωxcm DINIEC93

Specific surface resistance 505 x 109 Ωxcm DINIEC93

Electricstrength 285 kVmm DINVDE303

UV stability cured mortar Stable ENISO4862-2

1 Minimum values obtained as a result of three cure temperatures (23deg 40deg 60degF)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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3233 Strength Design12

32331 General Design strengths are determined in accordance with ACI 318-08 Appendix D (ACI 318) and supplementedbyICC-ESESR-3013

Design parameters are provided in Table 5 through Table 19 Strength reduction factors Ф as given in ACI 318 D44 must be used for load combinations calculated in accordance with Section 160521oftheIBCandSection92ofACI 318 Strength reduction factors Ф as given in ACI 318 D45 must be used for load combinations calculated in accordance with ACI 318 Appendix C

The following amendments to ACI 318 AppendixDmustbeusedasrequiredforthe strength design of adhesive anchors InconformancewithACI318allequationsare expressed in inch-pound units

Modify ACI 318 D412 as follows

D412 mdashInEq(D-1)and(D-2)ФNn and ФVn are the lowest design strengths determined from all appropriate failure modes ФNn is the lowest design strength in tension of an anchor or group of anchors as determined from consideration of ФNsa either ФNa or ФNag and either ФNcb or ФNcbg ФVn is the lowest design strength in shear of an anchor or a group of anchors as determined from consideration of ФVsa either ФVcb or ФVcbg and either ФVcp or ФVcpgForadhesiveanchorssubjectedto tension resulting from sustained loading refer to D414 for additional requirements

Add ACI 318 Section D414 as follows

D414 mdash For adhesive anchors subjectedtotensionresultingfromsustained loading a supplementary checkshallbeperformedusingEq(D-1)whereby Nua is determined from the sustained load alone eg the dead load

and that portion of the live load acting that may be considered as sustained and ФNn is determined as follows

D4141 mdash For single anchors ФNn = 075ФNa0

D4142 mdash For anchor groups Eq(D-1)shallbesatisfiedbytaking ФNn = 075fNa0 for that anchor in an anchor group that resists the highest tension load

D4143 mdash Where shear loads act concurrently with the sustained tension load the interaction of tension and shear shall be analyzed in accordance with D413

Modify ACI 318 D422 in accordance with2009IBCSection1908110asfollows

D422 mdash The concrete breakout strengthrequirementsforanchorsintension shall be considered satisfied by the design procedure of D52 providedEquationD-8isnotusedforanchor embedments exceeding 25 inches The concrete breakout strength requirementsforanchorsinshearwithdiameters not exceeding 2 inches shall be considered satisfied by the design procedure of D62 For anchors in shear with diameters exceeding 2 inches shear anchor reinforcement shall be provided in accordance with the procedures of D629

32332 Static Steel Strength in Tension The nominal static steel strength of a single anchor in tension Nsa in accordance with ACI 318 D512 and strength reduction factor Ф in accordance with ACI D44 are given in the tables outlined in Table 1a for the corresponding anchor steel

32333 Static Concrete Breakout Strength in Tension The nominal static

concrete breakout strength of a single anchor or group of anchors in tension Ncb or Ncbg must be calculated in accordance with ACI 318 D52 with the following addition

D5210(2009IBC)orD529(2006IBC)mdashThelimitingconcretestrengthof adhesive anchors in tension shall be calculated in accordance with D521 to D529underthe2009IBCorD521toD528underthe2006IBCwherethevalue of kctobeusedinEq(D-7) shall be

kccr where analysis indicates cracking at service load levels in the anchor vicinity (cracked concrete) The values of kccr are given in Tables 6 9 12 15 and 18 of this document

kcuncr where analysis indicates no cracking at service load levels in the anchor vicinity (uncracked concrete) The values of kcuncr are given in Tables 6 9 12 15 and 18 of this document

The basic concrete breakout strength of a single anchor in tension Nb must be calculated in accordance with ACI D522 using values of hef kccr and kcuncr as decribed in the tables of this documentThemodificationfactorldquoλrdquoshall be taken as 10 Anchors shall not be installed in lightweight concrete The value of ƒc used for calculation must be limited to 8000 psi (55 MPa) in accordance with ACI 318 D35

1 ACI 318-05 or 318-02 may also be used The section references and terminology are different from those given in this section

2 Thissection3233isareproductionofthecontentofICC-SR3013representingtheopinionsandrecommendationsofICC-ES

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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32334 Static Pullout Strength in Tension In lieu of determining the nominal static pullout strength in accordance with ACI 318 D53 nominal bond strength in tension must be calculated in accordance with the following sections added to ACI 318

D537 mdash The nominal bond strength of a single adhesive anchor Na or group of adhesive anchors Nag in tension shall not exceed

(a) for a single anchor

ANaNa = ____ ψedNa ψpNa

Na0 (D-16a) ANa0

(b) for a group of anchors

ANaNag = ___ ψedNaψgNaψecNaψpNaNa0

ANa0 (D-16b)

where

ANaistheprojectedareaofthefailuresurface for the single anchor or group of anchors that shall be approximated as the base of the rectilinear geometrical figure thatresultsfromprojectingthefailuresurface outward a distance ccrNa from the centerline of the anchor or in the case of a group of anchors from a line through arowofadjacentanchorsANa shall not exceed nANa0 where n is the number of anchors in tension in the group In ACI 318 Figures RD521a and RD521b the terms 15hef and 30hef shall be replaced with ccrNa and scrNa respectively

ANa0istheprojectedareaofthefailuresurface of a single anchor without the influence of proximate edges in accordancewithEq(D-16c)

ANa0 = (scrNa)2 (D-16c)

with

scrNa=asgivenbyEq(D-16d)

D538 mdash The critical spacing scrNa and critical edge distance ccrNa shall be calculated as follows

D539 mdash The basic strength of a single adhesive anchor in tension in cracked concrete shall not exceed

Na0 = τkcr л d hef (D-16f)

where

τkcr is the bond strength in cracked concrete

D5310 mdash The modification factor for the influence of the failure surface of a group of adhesive anchors is

s 05

ψgNa= ψgNa0 + ____ (1-ψgNa0 ) (D-16g) scrNa

Where

(D16h)Wheren = the number of tension-loaded adhesive anchors in a group kccrτkmaxcr = hef times ƒc (D-16i) л d

The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

D5311 mdash The modification factor for eccentrically loaded adhesive anchor groups is

1

ψecNa = _________ le10 (D-16j) 2en 1 + _____ scrNa

s

Eq(D-16j)isvalidforeN le___

2

If the loading on an anchor group is such that only certain anchors are in tension only those anchors that are in tension shall be considered when determining the eccentricity eN for use inEq(D-16j)

In the case where eccentric loading exists about two orthogonal axes the modification factor ψecNa shall be computed for each axis individually and the product of these factors used as ψecNainEq(D-16b)

D5312 mdash The modification factor for the edge effects for a single adhesive anchor or anchor groups loaded in tension is

ψedNa = 10 when camin ge ccrNa (D-16l)

D5313 mdash When an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the nominal strength Na or Nag of a single adhesive anchor or a group of adhesive anchors shall be calculatedaccordingtoEq(D-16a)andEq(D-16b)withτkuncr substituted for τkcr in the calculation of the basic strength NaoinaccordancewithEq(D-16f)The factor ψgNa0 shall be calculated in accordancewithEq(D-16h)wherebythe value of τkmaxuncr shall be calculated inaccordancewithEq(D-16n)andsubstituted for τkmaxcrinEq(D-16h) kcuncr

τkmaxuncr = ______ hef ƒc (D-16n) π d D5314mdashWhen an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the modification factor ψpNa shall be taken as

ψpNa = 10 when camin ge cac (D-16o)

max | camin ccrNa |ψpNa = ________________ when camin lt cac

cac (D-16p)

where

cac shall be determined in accordance with Section 323310 of this document

ccrNa = scrNa (D-16e) 2

[ ]( )

scrNa = 20 d τkuncrle3 hef (D-16d) 1450

τkcr 15

ψgNa0 = n ndash ( n ndash 1) ge10 τkmaxcr

[ ] ( )

( ) camin ψedNa = 07+ 03 ____ le 10 when caminlt ccrNa ccrNa (D-16m)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

Adhesive Anchoring Systems

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 69

Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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3231 Product Description

3232 Material Specifications

3233 Strength Design

3234 Technical Data

3235 Installation Instructions

3236 Ordering Information

ListingsApprovalsICC-ES (International Code Council)ESR-3013NSFANSI Std 61certification for use in potable waterCOLA (City of Los Angeles) RR 25881

Independent Code EvaluationIBCregIRCreg 2009 (ICC-ES AC308)IBCregIRCreg 2006 (ICC-ES AC308)IBCregIRCreg 2003 (ICC-ES AC308)IBCregIRCreg 2000 (ICC-ES AC308)FBCreg 2007LEEDreg Credit 41-Low Emitting Materials

TheLeadershipinEnergyandEnvironmentalDesign(LEEDreg) Green BuildingRatingsystemTM is the nationally accepted benchmark for the design construction and operation of high performance green buildings

3231 Product Description

Hilti HIT-HY 150 MAX-SD Adhesive AnchoringSystemisaninjectabletwo-component hybrid adhesive The two components are kept separate by means of a dual-cylinder foil pack attached to a manifold The two components combine and react when dispensed through a static mixing nozzle attached to the manifold

Hilti HIT-HY 150 MAX-SD Adhesive Anchoring System may be used with continuously threaded rod or deformed reinforcing bar installed in cracked or uncracked concrete The primary components of the Hilti Adhesive Anchoring System are

bull HiltiHIT-HY150MAX-SDadhesivepackaged in foil packs

bull Adhesivemixinganddispensingequipment

bull Equipmentforholecleaningandadhesiveinjection

Product Features

bull Superiorbondperformanceincracked and uncracked normal weight concrete

bull SeismicqualifiedperIBCregIRCreg 2009IBCregIRCreg2006IBCregIRCreg 2003andIBCregIRCreg2000(ICC-ESAC308)PleaserefertoESR-3013(ICC-ESAC308)forSeismicDesignCategory A through F

bull Mixingtubeprovidesproper mixing eliminates measuring errors and minimizes waste

bull Containsnostyrenevirtuallyodorless

bull ExcellentweatheringresistanceResistance against elevated temperatures

Mixing Nozzle

HIT-HY 150 MAX-SD Medium Cartridge

HIT-HY 150 MAX-SD Refill Pack

P3500Dispenser

ED3500 BatteryDispenser

Refill Pack Holder

Refill Pack HolderHIT-HY 150 MAX-SD Jumbo Cartridge

MD2500Dispenser

P8000DDispenser

HAS Threaded Rods

Rebar (supplied by contractor)

Fastener Components

Adhesive Anchoring Systems

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Guide Specifications

Master Format Section

Previous 2004 Format

03250 03 16 00 (Concrete Anchors)

Related Sections

03200 03 20 00 (Concrete Reinforcing) 05050 05 50 00 (Metal Fabrications) 05120 05 10 00 (Structural Metal Framing)

Injectableadhesiveshallbeusedfor installation of all reinforcing steel dowels or threaded anchor rods into new or existing concrete Adhesive shall be furnished in side-by-side refill packs which keep component A and componentBseparateSide-by-sidepacks shall be designed to compress during use to minimize waste volume Side-by-side packs shall also be

designed to accept static mixing nozzle which thoroughly blends component A andcomponentBandallowsinjectiondirectlyintodrilledholeOnlyinjectiontools and static mixing nozzles as recommended by manufacturer shall be used Manufacturerrsquos instructions shall befollowedInjectionadhesiveshallbeformulated to include resin and hardener to provide optimal curing speed as well as high strength and stiffness Typical curing time at 68degF (20degC) shall be approximately 30 minutes

Injectionadhesiveshallbe HIT-HY 150 MAX-SD as furnished by Hilti

Anchor Rods shall be furnished with chamfered ends so that either end will accept a nut and washer Alternatively anchor rods shall be furnished with a 45 degree chisel point on one end to allow for easy insertion into the adhesive-filled hole Anchor rods shall be manufactured tomeetthefollowingrequirements

1 ISO 898 Class 58

2ASTMA193GradeB7(highstrengthcarbonsteelanchor)

3 AISI 304 or AISI 316 stainless steel meetingtherequirementsofASTMF593 (condition CW)

Special order length HAS Rods may vary from standard product

Nuts and Washers of other grades and styles having specified proof load strength greater than the specified grade and style are also suitable Nuts must have specified proof load strength equaltoorgreaterthantheminimumtensile strength of the specified threaded rod

3232 Material SpecificationsMaterial Properties for Cured Adhesive

Compressive strength1 70 Nmm2 ISO 604

Compressivestrengthmodule(E-modulus)1 1350 Nmm2 ISO 604

Tensile strength break 95 Nmm2 ASTM D 638-97

Elongationbreak 275 ASTM D 638-97

Tensile modulus 2663 Nmm2 ASTM D 638

Flexural strength 4283 Nmm2 ASTM D 790

Flexural modulus 2870 Nmm2 ASTM D 790

Volume shrinkage 3 ISO 3521

Linear shrinkage 3

Water absorption (28 d) 53 ISO 62

pH value cured mortar 6 EN1245

Thermal expansion coefficient 31 ppmdegC

Specific contact resistance 217 x 109 Ωxcm DINIEC93

Specific surface resistance 505 x 109 Ωxcm DINIEC93

Electricstrength 285 kVmm DINVDE303

UV stability cured mortar Stable ENISO4862-2

1 Minimum values obtained as a result of three cure temperatures (23deg 40deg 60degF)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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3233 Strength Design12

32331 General Design strengths are determined in accordance with ACI 318-08 Appendix D (ACI 318) and supplementedbyICC-ESESR-3013

Design parameters are provided in Table 5 through Table 19 Strength reduction factors Ф as given in ACI 318 D44 must be used for load combinations calculated in accordance with Section 160521oftheIBCandSection92ofACI 318 Strength reduction factors Ф as given in ACI 318 D45 must be used for load combinations calculated in accordance with ACI 318 Appendix C

The following amendments to ACI 318 AppendixDmustbeusedasrequiredforthe strength design of adhesive anchors InconformancewithACI318allequationsare expressed in inch-pound units

Modify ACI 318 D412 as follows

D412 mdashInEq(D-1)and(D-2)ФNn and ФVn are the lowest design strengths determined from all appropriate failure modes ФNn is the lowest design strength in tension of an anchor or group of anchors as determined from consideration of ФNsa either ФNa or ФNag and either ФNcb or ФNcbg ФVn is the lowest design strength in shear of an anchor or a group of anchors as determined from consideration of ФVsa either ФVcb or ФVcbg and either ФVcp or ФVcpgForadhesiveanchorssubjectedto tension resulting from sustained loading refer to D414 for additional requirements

Add ACI 318 Section D414 as follows

D414 mdash For adhesive anchors subjectedtotensionresultingfromsustained loading a supplementary checkshallbeperformedusingEq(D-1)whereby Nua is determined from the sustained load alone eg the dead load

and that portion of the live load acting that may be considered as sustained and ФNn is determined as follows

D4141 mdash For single anchors ФNn = 075ФNa0

D4142 mdash For anchor groups Eq(D-1)shallbesatisfiedbytaking ФNn = 075fNa0 for that anchor in an anchor group that resists the highest tension load

D4143 mdash Where shear loads act concurrently with the sustained tension load the interaction of tension and shear shall be analyzed in accordance with D413

Modify ACI 318 D422 in accordance with2009IBCSection1908110asfollows

D422 mdash The concrete breakout strengthrequirementsforanchorsintension shall be considered satisfied by the design procedure of D52 providedEquationD-8isnotusedforanchor embedments exceeding 25 inches The concrete breakout strength requirementsforanchorsinshearwithdiameters not exceeding 2 inches shall be considered satisfied by the design procedure of D62 For anchors in shear with diameters exceeding 2 inches shear anchor reinforcement shall be provided in accordance with the procedures of D629

32332 Static Steel Strength in Tension The nominal static steel strength of a single anchor in tension Nsa in accordance with ACI 318 D512 and strength reduction factor Ф in accordance with ACI D44 are given in the tables outlined in Table 1a for the corresponding anchor steel

32333 Static Concrete Breakout Strength in Tension The nominal static

concrete breakout strength of a single anchor or group of anchors in tension Ncb or Ncbg must be calculated in accordance with ACI 318 D52 with the following addition

D5210(2009IBC)orD529(2006IBC)mdashThelimitingconcretestrengthof adhesive anchors in tension shall be calculated in accordance with D521 to D529underthe2009IBCorD521toD528underthe2006IBCwherethevalue of kctobeusedinEq(D-7) shall be

kccr where analysis indicates cracking at service load levels in the anchor vicinity (cracked concrete) The values of kccr are given in Tables 6 9 12 15 and 18 of this document

kcuncr where analysis indicates no cracking at service load levels in the anchor vicinity (uncracked concrete) The values of kcuncr are given in Tables 6 9 12 15 and 18 of this document

The basic concrete breakout strength of a single anchor in tension Nb must be calculated in accordance with ACI D522 using values of hef kccr and kcuncr as decribed in the tables of this documentThemodificationfactorldquoλrdquoshall be taken as 10 Anchors shall not be installed in lightweight concrete The value of ƒc used for calculation must be limited to 8000 psi (55 MPa) in accordance with ACI 318 D35

1 ACI 318-05 or 318-02 may also be used The section references and terminology are different from those given in this section

2 Thissection3233isareproductionofthecontentofICC-SR3013representingtheopinionsandrecommendationsofICC-ES

Adhesive Anchoring Systems

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32334 Static Pullout Strength in Tension In lieu of determining the nominal static pullout strength in accordance with ACI 318 D53 nominal bond strength in tension must be calculated in accordance with the following sections added to ACI 318

D537 mdash The nominal bond strength of a single adhesive anchor Na or group of adhesive anchors Nag in tension shall not exceed

(a) for a single anchor

ANaNa = ____ ψedNa ψpNa

Na0 (D-16a) ANa0

(b) for a group of anchors

ANaNag = ___ ψedNaψgNaψecNaψpNaNa0

ANa0 (D-16b)

where

ANaistheprojectedareaofthefailuresurface for the single anchor or group of anchors that shall be approximated as the base of the rectilinear geometrical figure thatresultsfromprojectingthefailuresurface outward a distance ccrNa from the centerline of the anchor or in the case of a group of anchors from a line through arowofadjacentanchorsANa shall not exceed nANa0 where n is the number of anchors in tension in the group In ACI 318 Figures RD521a and RD521b the terms 15hef and 30hef shall be replaced with ccrNa and scrNa respectively

ANa0istheprojectedareaofthefailuresurface of a single anchor without the influence of proximate edges in accordancewithEq(D-16c)

ANa0 = (scrNa)2 (D-16c)

with

scrNa=asgivenbyEq(D-16d)

D538 mdash The critical spacing scrNa and critical edge distance ccrNa shall be calculated as follows

D539 mdash The basic strength of a single adhesive anchor in tension in cracked concrete shall not exceed

Na0 = τkcr л d hef (D-16f)

where

τkcr is the bond strength in cracked concrete

D5310 mdash The modification factor for the influence of the failure surface of a group of adhesive anchors is

s 05

ψgNa= ψgNa0 + ____ (1-ψgNa0 ) (D-16g) scrNa

Where

(D16h)Wheren = the number of tension-loaded adhesive anchors in a group kccrτkmaxcr = hef times ƒc (D-16i) л d

The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

D5311 mdash The modification factor for eccentrically loaded adhesive anchor groups is

1

ψecNa = _________ le10 (D-16j) 2en 1 + _____ scrNa

s

Eq(D-16j)isvalidforeN le___

2

If the loading on an anchor group is such that only certain anchors are in tension only those anchors that are in tension shall be considered when determining the eccentricity eN for use inEq(D-16j)

In the case where eccentric loading exists about two orthogonal axes the modification factor ψecNa shall be computed for each axis individually and the product of these factors used as ψecNainEq(D-16b)

D5312 mdash The modification factor for the edge effects for a single adhesive anchor or anchor groups loaded in tension is

ψedNa = 10 when camin ge ccrNa (D-16l)

D5313 mdash When an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the nominal strength Na or Nag of a single adhesive anchor or a group of adhesive anchors shall be calculatedaccordingtoEq(D-16a)andEq(D-16b)withτkuncr substituted for τkcr in the calculation of the basic strength NaoinaccordancewithEq(D-16f)The factor ψgNa0 shall be calculated in accordancewithEq(D-16h)wherebythe value of τkmaxuncr shall be calculated inaccordancewithEq(D-16n)andsubstituted for τkmaxcrinEq(D-16h) kcuncr

τkmaxuncr = ______ hef ƒc (D-16n) π d D5314mdashWhen an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the modification factor ψpNa shall be taken as

ψpNa = 10 when camin ge cac (D-16o)

max | camin ccrNa |ψpNa = ________________ when camin lt cac

cac (D-16p)

where

cac shall be determined in accordance with Section 323310 of this document

ccrNa = scrNa (D-16e) 2

[ ]( )

scrNa = 20 d τkuncrle3 hef (D-16d) 1450

τkcr 15

ψgNa0 = n ndash ( n ndash 1) ge10 τkmaxcr

[ ] ( )

( ) camin ψedNa = 07+ 03 ____ le 10 when caminlt ccrNa ccrNa (D-16m)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

Adhesive Anchoring Systems

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

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Guide Specifications

Master Format Section

Previous 2004 Format

03250 03 16 00 (Concrete Anchors)

Related Sections

03200 03 20 00 (Concrete Reinforcing) 05050 05 50 00 (Metal Fabrications) 05120 05 10 00 (Structural Metal Framing)

Injectableadhesiveshallbeusedfor installation of all reinforcing steel dowels or threaded anchor rods into new or existing concrete Adhesive shall be furnished in side-by-side refill packs which keep component A and componentBseparateSide-by-sidepacks shall be designed to compress during use to minimize waste volume Side-by-side packs shall also be

designed to accept static mixing nozzle which thoroughly blends component A andcomponentBandallowsinjectiondirectlyintodrilledholeOnlyinjectiontools and static mixing nozzles as recommended by manufacturer shall be used Manufacturerrsquos instructions shall befollowedInjectionadhesiveshallbeformulated to include resin and hardener to provide optimal curing speed as well as high strength and stiffness Typical curing time at 68degF (20degC) shall be approximately 30 minutes

Injectionadhesiveshallbe HIT-HY 150 MAX-SD as furnished by Hilti

Anchor Rods shall be furnished with chamfered ends so that either end will accept a nut and washer Alternatively anchor rods shall be furnished with a 45 degree chisel point on one end to allow for easy insertion into the adhesive-filled hole Anchor rods shall be manufactured tomeetthefollowingrequirements

1 ISO 898 Class 58

2ASTMA193GradeB7(highstrengthcarbonsteelanchor)

3 AISI 304 or AISI 316 stainless steel meetingtherequirementsofASTMF593 (condition CW)

Special order length HAS Rods may vary from standard product

Nuts and Washers of other grades and styles having specified proof load strength greater than the specified grade and style are also suitable Nuts must have specified proof load strength equaltoorgreaterthantheminimumtensile strength of the specified threaded rod

3232 Material SpecificationsMaterial Properties for Cured Adhesive

Compressive strength1 70 Nmm2 ISO 604

Compressivestrengthmodule(E-modulus)1 1350 Nmm2 ISO 604

Tensile strength break 95 Nmm2 ASTM D 638-97

Elongationbreak 275 ASTM D 638-97

Tensile modulus 2663 Nmm2 ASTM D 638

Flexural strength 4283 Nmm2 ASTM D 790

Flexural modulus 2870 Nmm2 ASTM D 790

Volume shrinkage 3 ISO 3521

Linear shrinkage 3

Water absorption (28 d) 53 ISO 62

pH value cured mortar 6 EN1245

Thermal expansion coefficient 31 ppmdegC

Specific contact resistance 217 x 109 Ωxcm DINIEC93

Specific surface resistance 505 x 109 Ωxcm DINIEC93

Electricstrength 285 kVmm DINVDE303

UV stability cured mortar Stable ENISO4862-2

1 Minimum values obtained as a result of three cure temperatures (23deg 40deg 60degF)

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3233 Strength Design12

32331 General Design strengths are determined in accordance with ACI 318-08 Appendix D (ACI 318) and supplementedbyICC-ESESR-3013

Design parameters are provided in Table 5 through Table 19 Strength reduction factors Ф as given in ACI 318 D44 must be used for load combinations calculated in accordance with Section 160521oftheIBCandSection92ofACI 318 Strength reduction factors Ф as given in ACI 318 D45 must be used for load combinations calculated in accordance with ACI 318 Appendix C

The following amendments to ACI 318 AppendixDmustbeusedasrequiredforthe strength design of adhesive anchors InconformancewithACI318allequationsare expressed in inch-pound units

Modify ACI 318 D412 as follows

D412 mdashInEq(D-1)and(D-2)ФNn and ФVn are the lowest design strengths determined from all appropriate failure modes ФNn is the lowest design strength in tension of an anchor or group of anchors as determined from consideration of ФNsa either ФNa or ФNag and either ФNcb or ФNcbg ФVn is the lowest design strength in shear of an anchor or a group of anchors as determined from consideration of ФVsa either ФVcb or ФVcbg and either ФVcp or ФVcpgForadhesiveanchorssubjectedto tension resulting from sustained loading refer to D414 for additional requirements

Add ACI 318 Section D414 as follows

D414 mdash For adhesive anchors subjectedtotensionresultingfromsustained loading a supplementary checkshallbeperformedusingEq(D-1)whereby Nua is determined from the sustained load alone eg the dead load

and that portion of the live load acting that may be considered as sustained and ФNn is determined as follows

D4141 mdash For single anchors ФNn = 075ФNa0

D4142 mdash For anchor groups Eq(D-1)shallbesatisfiedbytaking ФNn = 075fNa0 for that anchor in an anchor group that resists the highest tension load

D4143 mdash Where shear loads act concurrently with the sustained tension load the interaction of tension and shear shall be analyzed in accordance with D413

Modify ACI 318 D422 in accordance with2009IBCSection1908110asfollows

D422 mdash The concrete breakout strengthrequirementsforanchorsintension shall be considered satisfied by the design procedure of D52 providedEquationD-8isnotusedforanchor embedments exceeding 25 inches The concrete breakout strength requirementsforanchorsinshearwithdiameters not exceeding 2 inches shall be considered satisfied by the design procedure of D62 For anchors in shear with diameters exceeding 2 inches shear anchor reinforcement shall be provided in accordance with the procedures of D629

32332 Static Steel Strength in Tension The nominal static steel strength of a single anchor in tension Nsa in accordance with ACI 318 D512 and strength reduction factor Ф in accordance with ACI D44 are given in the tables outlined in Table 1a for the corresponding anchor steel

32333 Static Concrete Breakout Strength in Tension The nominal static

concrete breakout strength of a single anchor or group of anchors in tension Ncb or Ncbg must be calculated in accordance with ACI 318 D52 with the following addition

D5210(2009IBC)orD529(2006IBC)mdashThelimitingconcretestrengthof adhesive anchors in tension shall be calculated in accordance with D521 to D529underthe2009IBCorD521toD528underthe2006IBCwherethevalue of kctobeusedinEq(D-7) shall be

kccr where analysis indicates cracking at service load levels in the anchor vicinity (cracked concrete) The values of kccr are given in Tables 6 9 12 15 and 18 of this document

kcuncr where analysis indicates no cracking at service load levels in the anchor vicinity (uncracked concrete) The values of kcuncr are given in Tables 6 9 12 15 and 18 of this document

The basic concrete breakout strength of a single anchor in tension Nb must be calculated in accordance with ACI D522 using values of hef kccr and kcuncr as decribed in the tables of this documentThemodificationfactorldquoλrdquoshall be taken as 10 Anchors shall not be installed in lightweight concrete The value of ƒc used for calculation must be limited to 8000 psi (55 MPa) in accordance with ACI 318 D35

1 ACI 318-05 or 318-02 may also be used The section references and terminology are different from those given in this section

2 Thissection3233isareproductionofthecontentofICC-SR3013representingtheopinionsandrecommendationsofICC-ES

Adhesive Anchoring Systems

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32334 Static Pullout Strength in Tension In lieu of determining the nominal static pullout strength in accordance with ACI 318 D53 nominal bond strength in tension must be calculated in accordance with the following sections added to ACI 318

D537 mdash The nominal bond strength of a single adhesive anchor Na or group of adhesive anchors Nag in tension shall not exceed

(a) for a single anchor

ANaNa = ____ ψedNa ψpNa

Na0 (D-16a) ANa0

(b) for a group of anchors

ANaNag = ___ ψedNaψgNaψecNaψpNaNa0

ANa0 (D-16b)

where

ANaistheprojectedareaofthefailuresurface for the single anchor or group of anchors that shall be approximated as the base of the rectilinear geometrical figure thatresultsfromprojectingthefailuresurface outward a distance ccrNa from the centerline of the anchor or in the case of a group of anchors from a line through arowofadjacentanchorsANa shall not exceed nANa0 where n is the number of anchors in tension in the group In ACI 318 Figures RD521a and RD521b the terms 15hef and 30hef shall be replaced with ccrNa and scrNa respectively

ANa0istheprojectedareaofthefailuresurface of a single anchor without the influence of proximate edges in accordancewithEq(D-16c)

ANa0 = (scrNa)2 (D-16c)

with

scrNa=asgivenbyEq(D-16d)

D538 mdash The critical spacing scrNa and critical edge distance ccrNa shall be calculated as follows

D539 mdash The basic strength of a single adhesive anchor in tension in cracked concrete shall not exceed

Na0 = τkcr л d hef (D-16f)

where

τkcr is the bond strength in cracked concrete

D5310 mdash The modification factor for the influence of the failure surface of a group of adhesive anchors is

s 05

ψgNa= ψgNa0 + ____ (1-ψgNa0 ) (D-16g) scrNa

Where

(D16h)Wheren = the number of tension-loaded adhesive anchors in a group kccrτkmaxcr = hef times ƒc (D-16i) л d

The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

D5311 mdash The modification factor for eccentrically loaded adhesive anchor groups is

1

ψecNa = _________ le10 (D-16j) 2en 1 + _____ scrNa

s

Eq(D-16j)isvalidforeN le___

2

If the loading on an anchor group is such that only certain anchors are in tension only those anchors that are in tension shall be considered when determining the eccentricity eN for use inEq(D-16j)

In the case where eccentric loading exists about two orthogonal axes the modification factor ψecNa shall be computed for each axis individually and the product of these factors used as ψecNainEq(D-16b)

D5312 mdash The modification factor for the edge effects for a single adhesive anchor or anchor groups loaded in tension is

ψedNa = 10 when camin ge ccrNa (D-16l)

D5313 mdash When an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the nominal strength Na or Nag of a single adhesive anchor or a group of adhesive anchors shall be calculatedaccordingtoEq(D-16a)andEq(D-16b)withτkuncr substituted for τkcr in the calculation of the basic strength NaoinaccordancewithEq(D-16f)The factor ψgNa0 shall be calculated in accordancewithEq(D-16h)wherebythe value of τkmaxuncr shall be calculated inaccordancewithEq(D-16n)andsubstituted for τkmaxcrinEq(D-16h) kcuncr

τkmaxuncr = ______ hef ƒc (D-16n) π d D5314mdashWhen an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the modification factor ψpNa shall be taken as

ψpNa = 10 when camin ge cac (D-16o)

max | camin ccrNa |ψpNa = ________________ when camin lt cac

cac (D-16p)

where

cac shall be determined in accordance with Section 323310 of this document

ccrNa = scrNa (D-16e) 2

[ ]( )

scrNa = 20 d τkuncrle3 hef (D-16d) 1450

τkcr 15

ψgNa0 = n ndash ( n ndash 1) ge10 τkmaxcr

[ ] ( )

( ) camin ψedNa = 07+ 03 ____ le 10 when caminlt ccrNa ccrNa (D-16m)

Adhesive Anchoring Systems

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For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

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323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

Adhesive Anchoring Systems

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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3233 Strength Design12

32331 General Design strengths are determined in accordance with ACI 318-08 Appendix D (ACI 318) and supplementedbyICC-ESESR-3013

Design parameters are provided in Table 5 through Table 19 Strength reduction factors Ф as given in ACI 318 D44 must be used for load combinations calculated in accordance with Section 160521oftheIBCandSection92ofACI 318 Strength reduction factors Ф as given in ACI 318 D45 must be used for load combinations calculated in accordance with ACI 318 Appendix C

The following amendments to ACI 318 AppendixDmustbeusedasrequiredforthe strength design of adhesive anchors InconformancewithACI318allequationsare expressed in inch-pound units

Modify ACI 318 D412 as follows

D412 mdashInEq(D-1)and(D-2)ФNn and ФVn are the lowest design strengths determined from all appropriate failure modes ФNn is the lowest design strength in tension of an anchor or group of anchors as determined from consideration of ФNsa either ФNa or ФNag and either ФNcb or ФNcbg ФVn is the lowest design strength in shear of an anchor or a group of anchors as determined from consideration of ФVsa either ФVcb or ФVcbg and either ФVcp or ФVcpgForadhesiveanchorssubjectedto tension resulting from sustained loading refer to D414 for additional requirements

Add ACI 318 Section D414 as follows

D414 mdash For adhesive anchors subjectedtotensionresultingfromsustained loading a supplementary checkshallbeperformedusingEq(D-1)whereby Nua is determined from the sustained load alone eg the dead load

and that portion of the live load acting that may be considered as sustained and ФNn is determined as follows

D4141 mdash For single anchors ФNn = 075ФNa0

D4142 mdash For anchor groups Eq(D-1)shallbesatisfiedbytaking ФNn = 075fNa0 for that anchor in an anchor group that resists the highest tension load

D4143 mdash Where shear loads act concurrently with the sustained tension load the interaction of tension and shear shall be analyzed in accordance with D413

Modify ACI 318 D422 in accordance with2009IBCSection1908110asfollows

D422 mdash The concrete breakout strengthrequirementsforanchorsintension shall be considered satisfied by the design procedure of D52 providedEquationD-8isnotusedforanchor embedments exceeding 25 inches The concrete breakout strength requirementsforanchorsinshearwithdiameters not exceeding 2 inches shall be considered satisfied by the design procedure of D62 For anchors in shear with diameters exceeding 2 inches shear anchor reinforcement shall be provided in accordance with the procedures of D629

32332 Static Steel Strength in Tension The nominal static steel strength of a single anchor in tension Nsa in accordance with ACI 318 D512 and strength reduction factor Ф in accordance with ACI D44 are given in the tables outlined in Table 1a for the corresponding anchor steel

32333 Static Concrete Breakout Strength in Tension The nominal static

concrete breakout strength of a single anchor or group of anchors in tension Ncb or Ncbg must be calculated in accordance with ACI 318 D52 with the following addition

D5210(2009IBC)orD529(2006IBC)mdashThelimitingconcretestrengthof adhesive anchors in tension shall be calculated in accordance with D521 to D529underthe2009IBCorD521toD528underthe2006IBCwherethevalue of kctobeusedinEq(D-7) shall be

kccr where analysis indicates cracking at service load levels in the anchor vicinity (cracked concrete) The values of kccr are given in Tables 6 9 12 15 and 18 of this document

kcuncr where analysis indicates no cracking at service load levels in the anchor vicinity (uncracked concrete) The values of kcuncr are given in Tables 6 9 12 15 and 18 of this document

The basic concrete breakout strength of a single anchor in tension Nb must be calculated in accordance with ACI D522 using values of hef kccr and kcuncr as decribed in the tables of this documentThemodificationfactorldquoλrdquoshall be taken as 10 Anchors shall not be installed in lightweight concrete The value of ƒc used for calculation must be limited to 8000 psi (55 MPa) in accordance with ACI 318 D35

1 ACI 318-05 or 318-02 may also be used The section references and terminology are different from those given in this section

2 Thissection3233isareproductionofthecontentofICC-SR3013representingtheopinionsandrecommendationsofICC-ES

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32334 Static Pullout Strength in Tension In lieu of determining the nominal static pullout strength in accordance with ACI 318 D53 nominal bond strength in tension must be calculated in accordance with the following sections added to ACI 318

D537 mdash The nominal bond strength of a single adhesive anchor Na or group of adhesive anchors Nag in tension shall not exceed

(a) for a single anchor

ANaNa = ____ ψedNa ψpNa

Na0 (D-16a) ANa0

(b) for a group of anchors

ANaNag = ___ ψedNaψgNaψecNaψpNaNa0

ANa0 (D-16b)

where

ANaistheprojectedareaofthefailuresurface for the single anchor or group of anchors that shall be approximated as the base of the rectilinear geometrical figure thatresultsfromprojectingthefailuresurface outward a distance ccrNa from the centerline of the anchor or in the case of a group of anchors from a line through arowofadjacentanchorsANa shall not exceed nANa0 where n is the number of anchors in tension in the group In ACI 318 Figures RD521a and RD521b the terms 15hef and 30hef shall be replaced with ccrNa and scrNa respectively

ANa0istheprojectedareaofthefailuresurface of a single anchor without the influence of proximate edges in accordancewithEq(D-16c)

ANa0 = (scrNa)2 (D-16c)

with

scrNa=asgivenbyEq(D-16d)

D538 mdash The critical spacing scrNa and critical edge distance ccrNa shall be calculated as follows

D539 mdash The basic strength of a single adhesive anchor in tension in cracked concrete shall not exceed

Na0 = τkcr л d hef (D-16f)

where

τkcr is the bond strength in cracked concrete

D5310 mdash The modification factor for the influence of the failure surface of a group of adhesive anchors is

s 05

ψgNa= ψgNa0 + ____ (1-ψgNa0 ) (D-16g) scrNa

Where

(D16h)Wheren = the number of tension-loaded adhesive anchors in a group kccrτkmaxcr = hef times ƒc (D-16i) л d

The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

D5311 mdash The modification factor for eccentrically loaded adhesive anchor groups is

1

ψecNa = _________ le10 (D-16j) 2en 1 + _____ scrNa

s

Eq(D-16j)isvalidforeN le___

2

If the loading on an anchor group is such that only certain anchors are in tension only those anchors that are in tension shall be considered when determining the eccentricity eN for use inEq(D-16j)

In the case where eccentric loading exists about two orthogonal axes the modification factor ψecNa shall be computed for each axis individually and the product of these factors used as ψecNainEq(D-16b)

D5312 mdash The modification factor for the edge effects for a single adhesive anchor or anchor groups loaded in tension is

ψedNa = 10 when camin ge ccrNa (D-16l)

D5313 mdash When an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the nominal strength Na or Nag of a single adhesive anchor or a group of adhesive anchors shall be calculatedaccordingtoEq(D-16a)andEq(D-16b)withτkuncr substituted for τkcr in the calculation of the basic strength NaoinaccordancewithEq(D-16f)The factor ψgNa0 shall be calculated in accordancewithEq(D-16h)wherebythe value of τkmaxuncr shall be calculated inaccordancewithEq(D-16n)andsubstituted for τkmaxcrinEq(D-16h) kcuncr

τkmaxuncr = ______ hef ƒc (D-16n) π d D5314mdashWhen an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the modification factor ψpNa shall be taken as

ψpNa = 10 when camin ge cac (D-16o)

max | camin ccrNa |ψpNa = ________________ when camin lt cac

cac (D-16p)

where

cac shall be determined in accordance with Section 323310 of this document

ccrNa = scrNa (D-16e) 2

[ ]( )

scrNa = 20 d τkuncrle3 hef (D-16d) 1450

τkcr 15

ψgNa0 = n ndash ( n ndash 1) ge10 τkmaxcr

[ ] ( )

( ) camin ψedNa = 07+ 03 ____ le 10 when caminlt ccrNa ccrNa (D-16m)

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For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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32334 Static Pullout Strength in Tension In lieu of determining the nominal static pullout strength in accordance with ACI 318 D53 nominal bond strength in tension must be calculated in accordance with the following sections added to ACI 318

D537 mdash The nominal bond strength of a single adhesive anchor Na or group of adhesive anchors Nag in tension shall not exceed

(a) for a single anchor

ANaNa = ____ ψedNa ψpNa

Na0 (D-16a) ANa0

(b) for a group of anchors

ANaNag = ___ ψedNaψgNaψecNaψpNaNa0

ANa0 (D-16b)

where

ANaistheprojectedareaofthefailuresurface for the single anchor or group of anchors that shall be approximated as the base of the rectilinear geometrical figure thatresultsfromprojectingthefailuresurface outward a distance ccrNa from the centerline of the anchor or in the case of a group of anchors from a line through arowofadjacentanchorsANa shall not exceed nANa0 where n is the number of anchors in tension in the group In ACI 318 Figures RD521a and RD521b the terms 15hef and 30hef shall be replaced with ccrNa and scrNa respectively

ANa0istheprojectedareaofthefailuresurface of a single anchor without the influence of proximate edges in accordancewithEq(D-16c)

ANa0 = (scrNa)2 (D-16c)

with

scrNa=asgivenbyEq(D-16d)

D538 mdash The critical spacing scrNa and critical edge distance ccrNa shall be calculated as follows

D539 mdash The basic strength of a single adhesive anchor in tension in cracked concrete shall not exceed

Na0 = τkcr л d hef (D-16f)

where

τkcr is the bond strength in cracked concrete

D5310 mdash The modification factor for the influence of the failure surface of a group of adhesive anchors is

s 05

ψgNa= ψgNa0 + ____ (1-ψgNa0 ) (D-16g) scrNa

Where

(D16h)Wheren = the number of tension-loaded adhesive anchors in a group kccrτkmaxcr = hef times ƒc (D-16i) л d

The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

D5311 mdash The modification factor for eccentrically loaded adhesive anchor groups is

1

ψecNa = _________ le10 (D-16j) 2en 1 + _____ scrNa

s

Eq(D-16j)isvalidforeN le___

2

If the loading on an anchor group is such that only certain anchors are in tension only those anchors that are in tension shall be considered when determining the eccentricity eN for use inEq(D-16j)

In the case where eccentric loading exists about two orthogonal axes the modification factor ψecNa shall be computed for each axis individually and the product of these factors used as ψecNainEq(D-16b)

D5312 mdash The modification factor for the edge effects for a single adhesive anchor or anchor groups loaded in tension is

ψedNa = 10 when camin ge ccrNa (D-16l)

D5313 mdash When an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the nominal strength Na or Nag of a single adhesive anchor or a group of adhesive anchors shall be calculatedaccordingtoEq(D-16a)andEq(D-16b)withτkuncr substituted for τkcr in the calculation of the basic strength NaoinaccordancewithEq(D-16f)The factor ψgNa0 shall be calculated in accordancewithEq(D-16h)wherebythe value of τkmaxuncr shall be calculated inaccordancewithEq(D-16n)andsubstituted for τkmaxcrinEq(D-16h) kcuncr

τkmaxuncr = ______ hef ƒc (D-16n) π d D5314mdashWhen an adhesive anchor or a group of adhesive anchors is located in a region of a concrete member where analysis indicates no cracking at service load levels the modification factor ψpNa shall be taken as

ψpNa = 10 when camin ge cac (D-16o)

max | camin ccrNa |ψpNa = ________________ when camin lt cac

cac (D-16p)

where

cac shall be determined in accordance with Section 323310 of this document

ccrNa = scrNa (D-16e) 2

[ ]( )

scrNa = 20 d τkuncrle3 hef (D-16d) 1450

τkcr 15

ψgNa0 = n ndash ( n ndash 1) ge10 τkmaxcr

[ ] ( )

( ) camin ψedNa = 07+ 03 ____ le 10 when caminlt ccrNa ccrNa (D-16m)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

64 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

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For all other cases ψpNa = 10 (eg when cracked concrete is considered)

Additional information for the determination of nominal bond strength in tension is given in Section 32338 of this document

32335 Static Steel Strength in Shear The nominal static steel strength of a single anchor in shear as governed by the steel Vsa in accordance with ACI 318 D612 and strength reduction factor Ф in accordance with ACI 318 D44 are given in the tables outlined in Table 1a of this document for the corresponding anchor steel

32336 Static Concrete Breakout Strength in Shear The nominal static concrete breakout strength of a single anchor or group of anchors in shear Vcb or Vcbg must be calculated in accordance with ACI 318 D62 based on information given in the tables outlined in Table 1a of this document for the corresponding anchor steel The basic concrete breakout strength of a single anchor in shear Vb must be calculated in accordance with ACI 318 D622 using the values of d given in the tables outlined in Table 1a for the corresponding anchor steel in lieu of da (IBC2009)andd0(IBC2006)Inadditionhef must be substituted for ℓe In no case shall hef exceed 8d The value of ƒc must be limited to a maximum of 8000 psi (55 MPa) in accordance with ACI 318 D35

32337 Static Concrete Pryout Strength in Shear In lieu of determining the nominal static pryout strength in accordance with ACI 318 D631 the nominal pryout strength in shear must be calculated in accordance with the following sections added to ACI 318

D632 mdash The nominal pryout strength of an adhesive anchor or group of adhesive anchors shall not exceed

(a) for a single adhesive anchor

Vcp = min | kcp Na kcp Ncb | (D-30a)

(b) for a group adhesive anchors

Vcpg = min | kcp Nag kcp Ncbg | (D-30b)

where

kcp = 10 for hef lt 25 inches (64 mm)

kcp = 20 for hef ge 25 inches (64 mm)

Na shall be calculated in accordance withEq(D-16a)

Nag shall be calculated in accordance withEq(D-16b)

Ncb and Ncbg shall be determined in accordance with D52

32338 Bond Strength DeterminationBondstrengthvaluesarea function of the concrete compressive strength whether the concrete is cracked or uncracked and the installation conditions (dry water-saturated concrete) The resulting characteristic bond strength must be multiplied by the associated strength reduction factor Фnn as follows

Figure 2 of this document presents a bond strength design selection flowchart Strength reduction factors for determination of the bond strength are given in the tables outlined in Table 1aofthisdocumentAdjustmentstothe bond strength may also be taken for increased concrete compressive strength These factors are given in the corresponding tables as well

32339 Minimum Member Thickness hmin Anchor spacing smin and Edge Distance cmin In lieu of ACI 318 D83 values of cmin and smin described in this document must be observed for anchor design and installation In lieu of ACI 318 D85 the minimum member thicknesses hmin described in this document must be observed for anchor design and installation In determining minimum edge distance cmin the following section must be added to ACI 318

D88 mdash For adhesive anchors that will remainuntorquedtheminimumedgedistance shall be based on minimum coverrequirementsforreinforcementin77 For adhesive anchors that will be torquedtheminimumedgedistanceand spacing shall are given in Tables 6 9 12 15 and 18 of this document

For edge distances cai and anchor spacing saithemaximumtorqueTmax shall complywiththefollowingrequirements

323310 Critical Edge Distance cac For the calculation of Ncb Ncbg Na and Nag in accordance with ACI 318 Section D527 and Section 32334 of this document the critical edge distance cac must be taken as follows

i cac = 15 hefforhhef ge 2

ii cac = 25 hefforhhef le 13

Con

cret

e Ty

pe

Perm

issi

ble

Inst

alla

tion

Con

ditio

ns

Bond

St

reng

th

Asso

ciat

ed

Stre

ngth

Re

duct

ion

Fact

or

Unc

rack

ed Dry τkuncr Фd

Water- saturated

τkuncr Фws

Cra

cked

Dry τkcr Фd

Water- saturated

τkcr Фws

ReducedInstallationTorque TmaxforEdgeDistancescai lt (5 x d)

Edge Distance cai

Minimum Anchor Spacing sai

= gt TorqueTmax

175 in (45 mm)

le cai lt 5 x d

5 x d le sai lt 16 in 03 x Tmax

sai ge 16 in (406 mm) 05 x Tmax

Adhesive Anchoring Systems

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

Adhesive Anchoring Systems

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

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For definition of h and hef see Figure 1 of this document

Linear interpolation is permitted to determine the ratio cac hef for values of hhef between 2 and 13 as illustrated in the graph above

323311 Design Strength in Seismic Design Categories C D E and F In structures assigned to Seismic Design CategoryCDEorFundertheIBCor IRC the design must be performed according to ACI 318 Section D33 and theanchorstrengthmustbeadjustedinaccordancewith2009IBCSection190819or2006IBCSection1908116For brittle steel elements the anchor strengthmustbeadjustedinaccordancewith ACI 318-05 D335 or ACI 318-08 D335 or D336 The nominal steel shear strength VsamustbeadjustedbyαVseis as given in the tables summarized in Table 1a for the corresponding anchor steelAnadjustmentofthenominalbond strength τkcr by αNseis is not necessary since αNseis= 10 in all cases

323312 Interaction of Tensile and Shear Forces For designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with ACI 318 D7

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 79

Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 81

Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

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Table 1amdash Design Table Index

Design strength1

Threaded rod Deformed reinforcement bar

Fractional Metric US(imperial)

EU(metric)

Canadian (metric)

Steel Nsa Vsa Table 5 Table 8 Table 11 Table 14 Table 17

Concrete Ncb Ncbg Vcb Vcbg Vcp Vcpg Table 6 Table 9 Table 12 Table 15 Table 18

Bond2 Na Nag Table 7 Table 10 Table 13 Table 16 Table 19

1 Design strengths are as set forth in ACI 318 D412

2 See Section 32334 of this document for bond strength information

Figure 2 mdash Flowchart for Establishment of Design Bond Strength

CrackedUn-Cracked Concrete

τkuncr or τkcr

Hammer Drilled

Dry(D)

fD

(D)

Water Saturated (WS)

fWS

(WS)

3234 Technical Data

Threaded rodreinforcing bar

Figure 1mdashInstallation Parameters

Adhesive Anchoring Systems

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 1b mdash Example Allowable Stress Design Values for Illustrative Purposes

Nominal Anchor Diameter

Effective Embedment Depth ƒc kcuncr α Ф Allowable Tension Load

ФNn αd hef

(in) (in) (psi) (-) (-) (-) (lb)

38 2 38 2500 24 148 065 1929

12 2 34 2500 24 148 065 1929

58 3 18 2500 24 148 065 2911

34 3 12 2500 24 148 065 3451

78 3 12 2500 27 148 065 3882

1 4 2500 27 148 065 4743

For SI 1 lb = 445 kN 1 psi = 000689 MPa 1 in = 254 mm degC = [(degF) ndash 32]18

Design Assumptions

1 Single anchor with static tension load only ASTM A 193 Grade B7 threaded rod ductile

2 Vertical downward installation direction

3 Inspection Regimen = Periodic

4 Installation temperature = 14 ndash 104 degF

5 Long term temperature = 75 degF

6 Short term temperature = 104 degF

7 Dry hole condition mdash carbide drilled hole

8 Embedment depth = hef min

9 Concrete determined to remain uncracked for the life of the anchorage

10 Load combination from ACI 318 Section 92 (no seismic loading)

11 30 percent Dead Load (D) and 70 percent Live Load (L) Controlling load combination 12 D + 16 L

12 Calculation of α based on weighted average α = 12 D + 16 L = 12 (030) +16 (070) = 148

13 Normal weight concrete ƒc = 2500 psi

14 Edge distance ca1 = ca2 gt cac

15 Member thickness h ge hmin

Verify capacity

Capacity ACI 318 reference Formula Calculation Ф ФNn

Steel D51 Nsa = nAse N ƒuta Nsa = 03345 middot 125000 075 31360 lb

Concrete D52 Ncb = kcuncr ( ƒc )0 5 hef

1 5 Ncb = 24 middot (2500)0 5 middot 31 5 065 5107 lb

Bond D53 Na = л d hef τkuncr Na = л middot 34 middot 35 middot 1710 065 9166 lb

5107 lbConcrete breakout is decisive hence the ASD value will be calculated as _______ = 3451 lb 148

Design equation provided in Section 32334 as new section ACI 318 D539 Eq (D-16f)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 69

Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

82 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 2 mdash Tensile Properties of Common Carbon Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts6

ASTM A 1932GradeB7 le2-12in(le64mm)

psi (MPa)

125000 105000119 16 50 ASTM A194

(860) (725)ASTM F 568M3 Class 58 M5(14in)toM24(1in) (equivalenttoISO898-1)

MPa (psi)

500(72500)

400(58000)

125 10 35DIN 934 (8-A2K)

ASTM A563 Grade DH7

ISO 898-14 Class 58MPa (psi)

500 400125 22 - DIN 934 (Grade 6)

(72500) (58000)

ISO 898-14 Class 88MPa (psi)

800 640125 12 52 DIN 934 (Grade 8)

(116000) (92800)

1HiltiHIT-HY150MAX-SDadhesivemaybeusedinconjunctionwithallgradesofcontinuouslythreadedcarbonsteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesorANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSpecificationforAlloy-SteelandStainlessSteelBoltingMaterialsforHigh-TemperatureService

3StandardSpecificationforCarbonandAlloySteelExternallyThreadedMetricFasteners

4MechanicalpropertiesoffastenersmadeofcarbonsteelandalloysteelmdashPart1Boltsscrewsandstuds

5Basedon2-in(50mm)gaugelengthexceptASTMA193whicharebasedonagaugelengthof4dandISO898whichisbasedon5d

6 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

7 Nuts for fractional rods

Table 3 mdashTensile Properties of Common Stainless Steel Threaded Rod Materials1

Threaded Rod Specification

Minimum Specified Ultimate Strength

ƒuta

Minimum Specified Yield Strength 02

Offset ƒya

ƒuta ƒya

Minimum Elongation

Percent5

Minimum Reduction of Area Percent

Specification for Nuts4

ASTM F 5932 CW1 (316) 14to58in

psi (MPa)

100000 (690)

65000 (450)

154 20 - F 594

ASTM F 5932 CW2 (316) 34to1-12in

psi (MPa)

85000 (585)

45000 (310)

189 25 - F 594

ISO 3506-13 A4-70 M8 ndash M24

MPa (psi)

700 (101500)

450 (65250)

156 40 - ISO 4032

1HiltiHIT-HY150MAX-SDmaybeusedinconjunctionwithallgradesofcontinuouslythreadedstainlesssteelrod(all-thread)thatcomplywiththecodereferencestandardsandthathavethreadcharacteristicscomparablewithANSIB11UNCCoarseThreadSeriesor ANSIB113MMProfileMetricThreadSeriesValuesforthreadedrodtypesandassociatednutssuppliedbyHiltiareprovidedhere

2StandardSteelSpecificationforStainlessSteelBoltsHexCapScrewsandStuds

3Mechanicalpropertiesofcorrosion-resistantstainlesssteelfastenersmdashPart1Boltsscrewsandstuds

4 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable Nuts must havespecifiedproofloadstressesequaltoorgreaterthantheminimumtensilestrengthofthespecifiedthreadedrod

Adhesive Anchoring Systems

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

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Table 4 mdash Tensile Properties of Common Reinforcing Bars

ReinforcingBarSpecificationMinimum Specified Ultimate Strength

ƒuta

Minimum specified yield strength

ƒya

ASTM A 6151 Gr 60psi

(MPa)90000 (620)

60000 (415)

ASTM A 6151 Gr 40psi

(MPa)60000 (415)

40000 (275)

DIN 4882BSt500MPa (psi)

550 (79750)

500 (72500)

CANCSA-G30183 Gr 400MPa (psi)

540 (78300)

400 (58000)

1StandardSpecificationforDeformedandPlainCarbonSteelBarsforConcreteReinforcement

2Reinforcingsteelreinforcingsteelbarsdimensionsandmasses

3Billet-SteelBarsforConcreteReinforcement

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 5 mdash Steel Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Rod OD din 0375 05 0625 075 0875 1

(mm) (95) (127) (159) (191) (222) (254)

Rod effective cross-sectional area

Ase

in2 00775 01419 02260 03345 04617 06057(mm2) (50) (92) (146) (216) (298) (391)

ISO

898

-1 C

lass

58

Nominal strength as governed by steel strength

Nsa

lbf 5620 10290 16385 24250 33470 43910(kN) (250) (458) (729) (1079) (1489) (1953)

Vsa

lbf 2810 6175 9830 14550 20085 26345(kN) (125) (275) (437) (647) (893) (1172)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A193B7

Nominal strength as governed by steel strength

Nsa

lbf 9690 17740 28250 41810 57710 75710(kN) (431) (789) (1257) (1860) (2567) (3368)

Vsa

lbf 4845 10640 16950 25090 34630 45425(kN) (215) (473) (754) (1116) (1540) (2021)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension3 Ф - 075

Strength reduction factor Ф for shear3 Ф - 065

ASTM

F59

3 C

W S

tain

less

Nominal strength as governed by steel strength

Nsa

lbf 7750 14190 22600 28430 39245 51485(kN) (345) (631) (1005) (1265) (1746) (2290)

Vsa

lbf 3875 8515 13560 17060 23545 30890(kN) (172) (379) (603) (759) (1047) (1374)

Reduction for seismic shear

αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45 Values correspond to a ductile steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 6 mdash Concrete Breakout Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Effectivenessfactorforuncracked concrete

kcuncr

in-lb 24 24 24 24 27 27(SI) (10) (10) (10) (10) (113) (113)

Effectivenessfactorforcracked concrete

kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum anchor spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concrete failure modesConditionB2

Ф - 065

Strength reduction factor for shear concrete failure modes ConditionB2

Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = hole diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 7 mdash Bond Strength Design Information for Fractional Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (in)

38 12 58 34 78 1

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1985 1985 1850 1710 1575 1440(MPa) (137) (137) (127) (118) (109) (99)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896(MPa) (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1610 1610 1495 1385 1275 1170(MPa) (111) (111) (103) (96) (88) (81)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723(MPa) (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 930 930 865 805 740 675(MPa) (64) (64) (60) (55) (51) (47)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414(MPa) (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 8 mdash Steel Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Rod OD dmm 10 12 16 20 24(in) (039) (047) (063) (079) (094)

Rod effective cross-sectional area Ase

mm2 58 843 157 245 353(in2) (0090) (0131) (0243) (0380) (0547)

ISO

898

-1 C

lass

58 Nominal strength as governed

by steel strength

Nsa

kN 290 422 785 1225 1765(lbf) (6520) (9475) (17650) (27540) (39680)

Vsa kN 145 253 471 735 1059(lbf) (3260) (5685) (10590) (16525) (23810)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2 Ф - 060

ISO

898

-1 C

l 8

8

Nominal strength as governed by steel strength

Nsa

kN 464 674 1256 1960 2824(lbf) (10430) (15160) (28235) (44065) (63485)

Vsa

kN 232 405 754 1176 1694(lbf) (5215) (9100) (16940) (26440) (38090)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ISO

350

6-1

Cl

A4 S

S3 Nominal strength as governed by steel strength

Nsa

kN 406 590 1099 1715 2471(lbf) (9130) (13263) (24703) (38555) (55550)

Vsa

kN 203 354 659 1029 1483(lbf) (4565) (7960) (14825) (23135) (33330)

Reduction for seismic shear αseis - 070

Strength reduction factor Ф for tension2 Ф - 065Strength reduction factor Ф for shear2

Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)andEq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriateforthe rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

3 A4-70 Stainless (M10 - M24 diameters)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 9 mdash Concrete Breakout Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Effectivenessfactor for uncracked concrete

kcuncr

SI 10 10 10 10 113(in-lb) (24) (24) (24) (24) (27)

Effectivenessfactor for cracked concrete

kccr

SI 7 7 7 7 7(in-lb) (17) (17) (17) (17) (17)

Minimum anchor spacing4 smin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum edge distance4 cmin

mm 50 60 80 100 120(in) (20) (24) (32) (39) (47)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897 MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of Ф must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 75

Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 77

Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 79

Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 10 mdash Bond Strength Design Information for Metric Threaded Rod1

Design Information Symbol UnitsNominal rod diameter (mm)

10 12 16 20 24

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete

τkuncr

MPa 137 137 127 118 109

(psi) (1985) (1985) (1850) (1710) (1575)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 57 61 62

(psi) (705) (744) (822) (884) (893)

B

Characteristic bond strength in uncracked concrete

τkuncr

MPa 111 111 103 96 88(psi) (1610) (1610) (1500) (1390) (1275)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 46 49 50(psi) (569) (600) (663) (712) (720)

C

Characteristic bond strength in uncracked concrete

τkuncr

MPa 64 64 60 55 51(psi) (930) (930) (865) (805) (740)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 26 28 28(psi) (326) (343) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 70 80 90 96(in) (24) (28) (31) (35) (38)

Maximum anchor embedment depthhefmax

mm 200 240 320 400 480(in) (79) (94) (126) (157) (189)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 11 mdash Steel Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Nominal bar diameter din 38 12 58 34 78 1

(mm) (95) (127) (159) (191) (222) (254)

Bareffectivecross-sectionalarea Ase

in2 011 02 031 044 06 079(mm2) (71) (129) (200) (284) (387) (510)

ASTM

A 6

15 G

r 40 Nominal strength as governed

by steel strength

Nsa

lb 6600 12000 18600 26400 36000 47400(kN) (294) (534) (827) (1174) (1601) (2109)

Vsa lbf 3960 7200 11160 15840 21600 28440

(kN) (176) (320) (496) (705) (961) (1265)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

ASTM

A 6

15 G

r 60

Nominal strength as governed by steel strength

Nsa

lb 9900 18000 27900 39600 54000 71100(kN) (440) (801) (1241) (1762) (2402) (3163)

Vsa

lb 5940 10800 16740 23760 32400 42660(kN) (264) (480) (745) (1057) (1441) (1898)

Reduction for seismic shear αVseis - 070

Strength reduction factor f for tension2 Ф - 065

Strength reduction factor f for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 79

Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 12 mdash Concrete Breakout Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Effectivenessfactorforuncrackedconcrete kcuncr

in-lb 24 24 24 24 24 24(SI) (10) (10) (10) (10) (10) (10)

Effectivenessfactorforcrackedconcrete kccr

in-lb 17 17 17 17 17 17(SI) (7) (7) (7) (7) (7) (7)

Minimum bar spacing4 smin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum edge distance4 cmin

in 1-78 2-12 3-18 3-34 4-38 5(mm) (48) (64) (79) (95) (111) (127)

Minimum member thickness hmin

in hef+1-14 hef + 2d0(3)

(mm) (hef + 30)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 81

Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 13 mdash Bond Strength Design Information for US Imperial Reinforcing Bars1

Design Information Symbol UnitsBarSize

No 3 No 4 No 5 No 6 No 7 No 8

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

psi 1290MPa (89)

Characteristic bond strength in cracked concrete3 τkcr

psi 696 763 821 881 889 896MPa (48) (53) (57) (61) (61) (62)

B

Characteristic bond strength in uncracked concrete τkuncr

psi 1045MPa (72)

Characteristic bond strength in cracked concrete3 τkcr

psi 561 615 662 711 717 723MPa (39) (42) (46) (49) (49) (50)

C

Characteristic bond strength in uncracked concrete τkuncr

psi 605MPa (42)

Characteristic bond strength in cracked concrete3 τkcr

psi 321 352 379 407 410 414MPa (22) (24) (26) (28) (28) (29)

Minimum anchor embedment depthhefmin

in 2-38 2-34 3-18 3-12 3-12 4(mm) (60) (70) (79) (89) (89) (102)

Maximum anchor embedment depthhefmax

in 7-12 10 12-12 15 17-12 20(mm) (191) (254) (318) (381) (445) (508)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

ФdФfws 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 14 mdash Steel Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Nominal bar diameter dmm 100 120 140 160 200 250(in) (0394) (0472) (0551) (0630) (0787) (0984)

Bareffectivecross-sectionalarea Ase

mm2 785 1131 1539 2011 3142 4909(in2) (0122) (0175) (0239) (0312) (0487) (0761)

DIN488BSt550500 Nominal strength as governed by

steel strength

Nsa

kN 432 622 847 1106 1728 2700(lb) (9710) (13985) (19035) (24860) (38845) (60695)

Vsa kN 259 373 508 664 1037 1620(lb) (5830) (8390) (11420) (14915) (23310) (36415)

Reduction for seismic shear αVseis - 070

Strength reduction factor Ф for tension2 Ф - 065

Strength reduction factor Ф for shear2 Ф - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinationsof ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 15 mdash Concrete Breakout Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 12 14 16 20 25

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 126(in-lb) (24) (30)

Effectivenessfactorforcrackedconcrete kccr

SI 7(in-lb) (17)

Minimum bar spacing4 smin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum edge distance4 cmin

mm 50 60 70 80 100 125(in) (2) (24) (28) (31) (39) (49)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44 If the load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 16 mdash Bond Strength Design Information for EU Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 12 14 16 20 25

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 51 54 57 61 61(psi) (705) (744) (783) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 41 44 46 49 50(psi) (569) (600) (631) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 24 25 26 28 29(psi) (326) (343) (361) (379) (408) (413)

Minimum anchor embedment depthhefmin

mm 60 70 75 80 90 100(in) (24) (28) (30) (31) (35) (39)

Maximum anchor embedment depthhefmax

mm 200 240 280 320 400 500(in) (79) (94) (110) (126) (157) (197)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyαNseis = 10 =gt no reduction

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Table 17 mdash Steel Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Nominal bar diameter dmm 113 160 195 252(in) (0445) (0630) (0768) (0992)

Bareffectivecross-sectionalarea Ase

mm2 1003 2011 2986 4988(in2) (0155) (0312) (0463) (0773)

CSA

-G30

18

Gr4

00 Nominal strength as governed

by steel strength

Nsa

kN 542 1086 1613 2693(lb) (12175) (24410) (36255) (60550)

Vsa

kN 325 651 968 1616(lb) (7305) (14645) (21755) (36330)

Reduction for seismic shear α Vseis - 070

Strength reduction factor f for tension2 α - 065

Strength reduction factor f for shear2 α - 060

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1ValuesprovidedforcommonrodmaterialtypesbasedonpublishedstrengthsandcalculatedinaccordancewithACI318Eq(D-3)and Eq(D-20)OthermaterialspecificationsareadmissiblesubjecttotheapprovalofthecodeofficialNutsandwashersmustbeappropriatefor the rod strength

2ForusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Iftheloadcombinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45 Values correspond to a brittle steel element

Table 18 mdash Concrete Breakout Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarsize

10 M 15 M 20 M 25 M

Effectivenessfactorforuncrackedconcrete kcuncr

SI 10 10 10 113(in-lb) (24) (24) (24) (27)

Effectivenessfactorforcrackedconcrete kccr

SI 7 7 7 7(in-lb) (17) (17) (17) (17)

Minimum bar spacing4 smin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum edge distance4 cmin

mm 57 80 98 126(in) (22) (31) (38) (50)

Minimum member thickness hmin

mm hef + 30hef + 2d0

(3)

(in) (hef+1-14)

Critical edge distance mdash splitting (for uncracked concrete)

cac - See Section 323310 of this document

Strength reduction factor for tension concretefailuremodesConditionB2 Ф - 065

Strength reduction factor for shear concretefailuremodesConditionB2 Ф - 070

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1 For additional setting information see installation instructions in Figure 5

2Valuesprovidedforpost-installedanchorswithcategoryasdeterminedfromACI3552givenforConditionBConditionBapplieswithoutsupplementaryreinforcementorwherepullout(bond)orpryoutgovernassetforthinACI318D44whileconditionArequiressupplementalreinforcementValuesareforusewiththeloadcombinationsofIBCSection160521orACI318Section92assetforthinACI318D44Ifthe load combinations of ACI 318 Appendix C are used the appropriate value of f must be determined in accordance with ACI 318 D45

3 d0 = drill bit diameter

4Forinstallationswitha1-34inedgedistancetheinstallationtorquemustbereducedPleaserefertosection32339

c

c

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

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Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

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Table 19 mdash Bond Strength Design Information for Canadian Metric Reinforcing Bars1

Design Information Symbol UnitsBarSize

10 M 15 M 20 M 25 M

Tem

pera

ture

rang

e2

A

Characteristic bond strength in uncracked concrete τkuncr

MPa 89(psi) (1290)

Characteristic bond strength in cracked concrete3 τkcr

MPa 49 57 60 62(psi) (705) (822) (884) (895)

B

Characteristic bond strength in uncracked concrete τkuncr

MPa 72(psi) (1045)

Characteristic bond strength in cracked concrete3 τkcr

MPa 39 46 49 50(psi) (569) (663) (712) (722)

C

Characteristic bond strength in uncracked concrete τkuncr

MPa 42(psi) (605)

Characteristic bond strength in cracked concrete3 τkcr

MPa 22 26 28 29(psi) (326) (379) (408) (412)

Minimum anchor embedment depthhefmin

mm 60 80 90 101(in) (24) (31) (35) (40)

Maximum anchor embedment depthhefmax

mm 226 320 390 504(in) (89) (126) (154) (198)

Perm

issi

ble

inst

alla

tion

cond

ition

s

Dry concrete and Water-saturated concrete

Anchor Category

- 1

Фd amp Фws - 065

For SI 1 inch = 254 mm 1 lbf = 4448 N 1 psi = 0006897MPa

For pound-inch units 1 mm = 003937 inches 1 N = 02248 lbf 1 MPa = 1450 psi

1Bondstrengthvaluescorrespondtoconcretecompressivestrengthrange2500psileƒcle4500psiFor4500psiltƒcle6500psitabulated characteristic bond strengths may be increased by 6 percent For 6500 psi lt ƒcle8000psitabulatedcharacteristicbondstrengths may be increased by 10 percent

2 Temperature range A Maximum short term temperature = 104degF (40degC) maximum long term temperature = 75degF (24degC) TemperaturerangeBMaximumshorttermtemperature=176degF(80degC)maximumlongtermtemperature=122degF(50degC) Temperature range C Maximum short term temperature = 248degF (120degC) maximum long term temperature = 162degF (72degC) Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time

3ForstructuresassignedtoSeismicDesignCategoriesCDEorFbondstrengthvaluesaremultipliedbyaNseis = 10 =gt no reduction

cc

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

84 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 85

3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

84 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Resistance of HIT-HY 150 MAX-SD to Chemicals

Chemical BehaviorSulphuric acid conc

3010

ndashbull+

Hydrochloric acid conc10

bull+

Nitric acid conc10

ndashbull

Acetic acid conc10

bull+

Formic acid conc10

ndashbull

Lactic acid conc10

++

Citric acid 10 +Sodium Hydroxide(Caustic soda)

40 20 5

bull++

Ammonia conc5

bull+

Soda solution 10 +Common salt solution 10 +Chlorinated lime solution 10 +Sodium hypochlorite 2 +Hydrogen peroxide 10 +Carbolic acid solution 10 ndashEthanol ndashSea water +Glycol +Acetone ndashCarbon tetrachloride ndashToluene +PetrolGasoline bullMachine oil bullDiesel oil bull

Key ndashnon-resistant +resistant bull limited resistance

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 85

3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 85

3235 Installation InstructionsAdhesive anchoring system for fastenings in concrete

Prior to use of product follow instructions for use and recommended safety precautions Check expiration date See expiration date imprint on foilpack manifold (MonthYear) Do not use an expired product

Foil pack temperature Must be between 32 degF and 104 degF (0 degC and 40 degC) when in use

Base material temperature at time of installation Must be between 14 degF and 104 degF (-10 degC and 40 degC)

Instructions for transport and storage Keep in a cool dry and dark place between 41 degF to 77 degF (5 degC to 25 degC)

Material Safety Data Sheet Review the MSDS before use

Installation instructionsFollowtheillustrationsforthesequenceofoperations and refer to tables for setting details For any application not covered by this document contact Hilti

Drill holetotherequireddepthh0 with a hammer-drill set in rotation hammer mode using an appropriately sized carbide drill bit For holes drilled with other drill types contact a Hilti representative

- Clean hole Cleaning method has to be decided based on borehole condition Just before setting an anchorrebar the borehole must be free of dust water and debris by one of the following methods

Method 1 mdash for dry or water saturated concrete (refer to pictograms) Compressed air cleaning is permissible for all diameters and embedment depths

bullBlow from the back of the borehole with oil-free compressed air (min 90psi at 35 CFM (6 bar at 6 m3h)) fully retracting the air extension 2 times until return air stream is free of noticeable dust

bullBrush 2 timeswiththespecifiedHiltiHIT-RBbrushsize (brush f geboreholef) by inserting the round steel brush to the back of the borehole in a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Blow again with compressed air 2 times until return air stream is free of noticeable dust

Ifrequireduseextensionsforairnozzleandbrushestoreach back of deep hole

Method 2 mdash for standing water (eg water flows into cleaned borehole)

bullFlush hole 2 times by inserting a water hose (water-line pressure) to the back of the borehole until water runs clear

bull Brush 2 timeswiththespecifiedHiltiHIT-RBbrushsize(brush f geboreholef) by inserting the round steel brush to the back of the borehole with a twisting motion and removing it The brush should resist insertion into the borehole mdash if not the brush is too small and must be replaced with a brush of appropriate brush diameter

bull Flush again 2 times until water runs clear Remove all standing water completely (ie vacuum compressed air or other appropriate procedure) To attain a dried borehole a Hilti HIT-DL air nozzle attachment is

recommendedforboreholedepthle10inch(250mm)andrequiredforboreholedepthgt10inch(250mm)

bull Continue with borehole cleaning as described in Method 1

Insert foil pack in foil pack holder Never use damaged foil packs andor damaged or unclean foil pack holders Attach new mixer prior to dispensing a new foil pack (snug fit)

Tightly attach Hilti HIT-RE-M mixer to foil pack manifold Do not modify the mixer in any way Make sure the mixing element is in the mixer Use only the mixer supplied with the anchor adhesive

Insert foil pack holder with foil pack into HIT-dispenser Push release trigger retract plunger and insert foil pack holder into the appropriate Hilti dispenser

Discard initial anchor adhesive The foil pack opens automatically as dispensing is initiated Do not pierce the foilpack manually (can cause system failure) Depending on the size of the foil pack an initial amount of anchor adhesive has to be discarded See pictogram 8 for discard quantitiesDisposediscardedanchoradhesiveintotheempty outer packaging If a new mixer is installed onto a previously-opened foil pack the first trigger pulls must also be discarded as described above For each new foil pack a new mixer must be used

- Inject anchor adhesive from the back of the borehole without forming air voids

bull Injection method mdash for borehole with depth 10 inch250 mm Injecttheanchoradhesivestartingatthebackofthehole (use the extension for deep holes) slowly withdraw the mixer with each trigger pull Fill holes approximately 23fullorasrequiredtoensurethattheannulargapbetween the anchorrebar and the concrete is completely filled with anchor adhesive along the embedment length Afterinjectioniscompleteddepressurizethedispenserby pressing the release trigger This will prevent further anchor adhesive discharge from the mixer

bull Piston plug injection mdash is recommended for borehole depth gt 10 inch250 mm The installation overhead is only possible with the aid of piston plugs Assemble HIT-RE-Mmixerextension(s)andappropriatelysizedpiston plug Insert piston plug HIT-SZIP to back of the holeandinjectanchoradhesiveasdescribedintheinjectionmethodaboveDuringinjectionthepistonplugwill be naturally extruded out of the bore hole by the anchor adhesive pressure (HIT-SZ (IP) is not available or requiredfor716diameterdrilledhole)

Insert anchorrebar into bore hole Mark and set anchorrebartotherequiredembedmentdepthBeforeuseverify that the anchorrebar is dry and free of oil and other contaminants To ease installation anchorrebar may be slowly twisted as they are inserted Use only Hilti anchor rods or equivalent After installing an anchor rebar the annular gap must be completely filled with anchor adhesive

Attention For overhead applications take special care when inserting the anchorrebarExcessadhesivewillbeforced out of the borehole mdash take appropriate steps to prevent it from falling onto the installer Position the anchorrebar and secure it from movingfalling during the curing time (eg wedges)

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Observethegeltimeldquotgelrdquo which varies according to temperatureofbasematerialMinoradjustmentstotheanchorrebar position may be performed during the gel time See table 12 Once the gel time has elapsed do not disturb the anchorrebar until the curing time ldquotcurerdquo has elapsed

Apply designed loadtorque after ldquot curerdquo has passed and the fixture to be attached has been positioned See table 13

Partly used foil packs must be used up within four weeks Leave the mixer attached on the foil pack manifold and store under the recommended storage conditions If reused attach a new mixer and discardtheinitialquantityofanchoradhesiveasdescribedbypoint8

Safety instructions

For industrial use only Keep out of the reach of childrenSee the Material Safety Data Sheet for this product before handlingCaution Irritating to eyes and skin May cause sensitization in susceptible individualsContains dibenzoyl peroxidePrecautions Avoid contact with skineyes Always wear impermeable gloves and eye protection when using product Store in a cool dry area Keep from freezing Do not store in direct sunlightFirst Aid Eyes mdash Immediately flush with water for 15 minutes contact a physician Skin mdash Wash with soap and water launder contaminated clothing before reuse If irritations occurs contact physician Ingestion mdash Do not induce vomiting unless directed by a physician Contact a physician immediately Inhalation mdash Move to fresh air give oxygen if breathing is difficult contact a physician if symptoms persist

Ingredient CAS Number Ingredient CAS NumberPart A (Large side) Part B (Small side)NJ Trade Secret Registry 19136100-5001 Quartz Sand 14808-60-7Quartz Sand 14808-60-7 Water 07732-18-5NJ Trade Secret Registry 19136100-5003 Dibenzoyl peroxide 00094-36-0NJ Trade Secret Registry 19136100-5004 Aluminum oxide 01344-28-1NJ Trade Secret Registry 19136100-5005 Amorphous silica 07631-86-9Amorphous silica 67762-90-7 123-Propantriol 00056-81-5NJ Trade Secret Registry 19136100-5002NJ Trade Secret Registry 19136100-5017NJ Trade Secret Registry 19136100-5019 NJ TSNR = New Jersey Trade Secret Registry Number

In Case of Emergency call Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En cas drsquourgence teacuteleacutephoner Chem-Trec 1-800-424-9300 (USA PR Virgin Islands Canada) En Caso de Emergencia Ilame Chem-Trec 001-703-527-3887 (other countriesautres paysotros paiacuteses)

Made in Germany

Net contents 111 fl oz (330 ml)169 fl oz (500 ml) Net weight 203 oz (575 g)310 oz (880 g)

Warranty Refer to standard Hilti terms and conditions of sale for warranty information

Failure to observe these installation instructions use of non-Hilti anchors poororquestionableconcreteconditionsoruniqueapplicationsmayaffectthe reliability or performance of the fastenings For full set of installation instructions see literature supplied with product packaging

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 87

HAS Rebar HIT-RB HIT-SZ (IP) HIT-DL

Oslash [mm] Oslash [mm] Oslash [mm] HIT-RB HIT-SZ HIT-DL

12 10 8 12 12 12

14 12 10 14 14 14

16 16 12 16 16 16

18 - 14 18 18 18

20 - 16 20 20 20

22 20 18 22 22 -

24 24 - 24 24 -

25 - 20 25 25 25

28 - 22 28 28 -

32 - 25 32 32 32

Oslash [in] Oslash [in] Size HIT-RB HIT-IP HIT-DL

716 38 - 716 - -

12 - 3 12 12 12

916 12 10M 916 916 916

58 - 4 58 58 -

34 58 5 amp 15M 34 34 34

78 34 6 78 78 78

1 78 7 amp 20M 1 1 1

1-18 1 8 1-18 1-18 -

1-14 - 25M 1-14 1-14 -

DrillbitsmustconformtotolerancesinANSIB212-1994LesmegravechesdeforagedoiventecirctreconformesagraveANSIB212-1994BrocasdebencumplirconelestaacutendarANSIB212-1994

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Setting Details of Hilti HIT-HY 150 MAX-SD with Threaded Rod

d d0 hef min-max Tmax df hmin

[inch] [inch] [inch] [ft-lb] [inch] [inch]

38 716 2-38to7-12 15 716hef+1-1412 916 2-34to10 30 916

58 34 3-18to12-12 60 1116

hef + 2d0

34 78 3-12to15 100 1316

78 1 3-12to17-12 125 1516

1 1-18 4 to 20 150 1-18

[mm] [mm] [mm] [Nm] [mm] [mm]

M10 12 60 to 200 20 12hef + 30

M12 14 70 to 240 40 14

M18 18 80 to 320 80 18

hef + 2d0M20 24 90 to 400 150 22

M24 28 96 to 480 200 28

Setting Details of Hilti HIT-HY 150 MAX-SD with Reinforcement Bars

d d0 hef min-max hmin

US rebar [inch] [inch] [inch]

3 716 2-38to7-12 hef+1-14

4 58 2-34to10

hef + 2d0

5 34 3-18to12-12

6 78 3-12to15

7 1 3-12to17-12

8 1-18 4 to 20

Rebar [mm] [mm] [mm] [mm]

10 14 60 to 200 hef + 30

12 16 70 to 240

hef + 2d0

14 18 75 to 280

16 20 80 to 320

20 25 90 to 400

25 32 100 to 500

CA rebar [inch] [inch] [inch]

10 M 916 2-34to8-78 hef+1-14

15 M 34 3-18to12-12

hef + 2d020 M 1 3-12to15-38

25 M 1-14 4to19-78

TmaxEdgeDistancecai lt (5 x d)

EdgeDistancecai Anchor Spacing smin

Maximum Torque

175in(45mm)lecai lt 5 x d

5xdlesmin lt 16 in (406 mm)

03 x Tmax

sminge16in (406 mm)

05 x Tmax

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

HIT-HY 150 MAX-SD Adhesive Anchoring System 323

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 89

Technical Data HIT-HY 150 MAX-SD

Product Hybrid Urethane Methacrylate

Base material temperature

14degF to 104degF (-10degC to 40degC)

Diameter range 38to1

ListingsApprovalsbull ICC-ES (International Code Council) - ESR-3013

bull NSFANSI standard 61 - Certificationforpotablewaterbull COLA (City of Los Angeles) Research Report 25581

Package volumebullVolumeofHIT111floz330 ml foil pack is

201 in3

bullVolumeofHIT169floz500 ml foil pack is 305 in3

bullVolumeofHIT473floz1400 ml Jumbo foil pack is 854 in3

GelFull Cure Time Table (Approximate)BaseMaterialTemperature

deg F deg C tgel tcure

14 -10 180 min 12 hrs23 -5 40 min 4 hrs32 0 20 min 2 hrs50 10 8 min 1 hrs68 20 5 min 30 min86 30 3 min 30 min

104 40 2 min 30 min

Order Information

Description Package Contents Qty

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) Includes (1) master carton containing 25 foil packs with (1) mixer and 38rdquofillertubeperpack 25

HIT-HY 150 MAX-SD (111 fl oz330 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 25 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

25

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (1) + MD 2500 Manual Dispenser

Includes (1) master carton containing 20 foil packs with 1 mixer and 38rdquofillertubeperpackand (1) MD 2500 Manual Dispenser

20

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + MD 2500 Manual Dispenser

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (1) MD 2500 Manual Dispenser

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (2) + ED 3500-A CPC Cordless Dispenser Kit

Includes (2) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

40

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + MD 2500 Manual Dispensers (2)

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack and (2) MD 2500 Manual Dispensers

100

HIT-HY 150 MAX-SD (169 fl oz500 mL) MC (5) + ED 3500-A CPC Cordless Dispenser Kit

Includes (5) master cartons containing 20 foil packs each with 1 mixer and 38rdquofillertubeperpack(1)ED3500-ACPCCordlessDispenser(2)B14426-AhLi-Ionbatteriesand(1)C436 Li-Ion charger

100

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (16) + P 8000 Pneumatic Dispenser (1) mdash 1 pallet

Includes(16)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

64

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (32) + P 8000 Pneumatic Dispenser (1) mdash 2 pallets

Includes(32)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

128

HIT-HY 150 MAX-SD (473 fl oz1400 mL) MC (64) + P 8000 Pneumatic Dispenser (1) mdash 4 pallets

Includes(64)mastercartonscontaining4jumbofoilpackseachwith1mixerand38rdquofillertube per pack and (1) P 8000 Pneumatic Dispenser

256

Features and Applications

bull First fast-cure adhesive anchor to comply with the latest building code offering designers a strength design solution for anchors and rebar

bull Fastcuretimeofapproximately30min 68deg F (20deg C)

bull Coldweatherinstallation14degFbasematerial temperature

bull Allseismicdesigncategoriesandcrackedconcrete approval for maximum versatility

HIT-HY 150 MAX-SD Fast Cure Hybrid Adhesive

3236 Ordering Information

Refer to Section 3265 for ordering information of HAS threaded rods

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1

Adhesive Anchoring Systems

323 HIT-HY 150 MAX-SD Adhesive Anchoring System

90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Accessory Selection Table Select the correct installation accessory according to the hole diameter

Hole Diameter1 RoundBrush (for brushing holes)

Piston Plug (forhelpingpreventairvoidswheninjectingadhesive)

Air nozzle (for blowing out holes)

Inch Description Description Description

716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 HIT-DL 12916 HIT-RB 916 HIT-IP 916 HIT-DL 91658 HIT-RB 58 HIT-IP 581116 HIT-RB 1116 HIT-IP 1116 HIT-DL 111634 HIT-RB 34 HIT-IP 34 HIT-DL 3478 HIT-RB 78 HIT-IP 78 HIT-DL 781 HIT-RB 1 HIT-IP 1 HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 -1-14 HIT-RB 1 14 HIT-IP 1 14 -1- 38 HIT-RB 1 38 HIT-IP 1 38 HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 -1-34 HIT-RB 1 34 HIT-IP 1 34 -

1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used

Dispensers

Order Description Qty

ED 3500-A CPC 26-Ah Kit Includes dispenser (2) 26-Ah Li-Ion battery C 724 standard charger and accessories in an impact-resistant plastic tool box

1

ED 3500-A Dispenser Includes dispenser only in cardboard box

1

Battery Pack B 144 26-Ah CPC CPC Li-Ion 26-Ah battery for SFH 144-A SF 144-A SID 144-A SIW 144-A SFL14andED3500-ADispenser

1

Battery Charger C 436 Li-Ion 115 V Use with all 144 - 36 volt Hilti CPC lithium ion batteries

1

MD 2500 Manual Dispenser with Foil Pack Holder ForusewithHIT111floz330ml and 169oz500ml foil pack

1

Foil Pack Holder ReplacementholderforMD2500andED3500dispensers

1

HIT-P 8000D Pneumatic Dispenser ForusewthHIT473floz1400mljumbofoilpack

1

Jumbo Foil Pack Holder Replacement holder for P 8000D dispenser

1