HY-200-R Full Submittal.pdf

هيلتي العربية السعودية ألدوات البناءشركة عبد العزيزشارع الملك 11422 الرياض 5287 صندوق بريد

8974 460 1 966+ تلفون +966 6255 460 1 فاكس

8001200013الرقم المجاني www.hilti.com

1010278712تجاري رقم سجل لایر سعودي 39,230,000 رأس المال المدفوع - شركة ذات مسؤولية محدودة

Hilti Saudi Arabia for Const. Tools King Abdul Aziz Street P.O. Box 5287 l Riyadh 11422 T +966 1 460 8974 F +966 1 460 6255 Toll Free 8001200013 www.hilti.com

CR 1010278712 LLC Paid up capital SAR 39,230,000

UHIT-HY 200-R Dear Sir, We are happy to submit Uthe highest published ponding strength in the worldU for our new fast curing injection system Hilti HIT-HY 200-R with HIT-Z special rod, standard elements, and rebar. This can help you to find the best solution you ever had (maximum load capacity with minimum embedment depth) for a chemical anchor to be fixed in cracked and non-cracked concrete. This submittal contains all needed about the new system such as technical data, material safety data sheet, VOC certificate, and company profile. We would like you to note that, part of our add-values to our customers, especially after sales services, that we train your applicator on the proper use of Hilti HIT-HY 200-R. For further information please visit the technical library at 0TUwww.hilti.saU0T Thanks & Regards, Technical Support Office Hilti Saudi Arabia Kilo 14 | King Fahd Street | P. O. Box 15930 Jeddah 21454 | Saudi Arabia

http://www.hilti.sa/

mailto:[email protected]

mailto:[email protected]

http://www.hilti.sa/


8974 460 1 966+ تلفون +966 6255 460 1 فاكس






8974 460 1 966+ تلفون +966 6255 460 1 فاكس





Content

1- Company Profile. 1 2- HY200-R with HIT-Z Technical data. 15

3- HY200-R with Standared Elements Technical data. 41

4- HY200-R with Rebar Technical data. 99 5- Method Statement for HY200-R with HIT-Z 111

6- Method Statement for HY200-R with Standard Elements 115

7- Method Statement for HY200-R with Rebar 119

8- Material Safety Data Sheet. 124 9- VOC Content Test Certificate. 131 10- ETA HY200-R with HIT-Z 132

11- ETA HY200-R with Standared elements 150

12- ETA HY200-R with Rebar 182

Hilti Saudi Arabia for Const. Tools. I Kilo 14 King Fahd Street I P.O Box 15930 I Jeddah 21454 I Saudi Arabia I T +966 2 6983660 I F +966 2 6974696

EXECUTIVE SUMMARY OF

Hilti Saudi Arabia for Const. Tools

Corporate purpose and values

We passionately create enthusiastic customers and build a better future. We live our values: Integrity, having the courage to face the change, teamwork and commitment form the foundation of our corporate culture.

Enthusing customers

We want to be our customers’ best partner. Their requirements drive our actions: We create success for our customers by identifying their needs and providing innovative and value-adding solutions.

Backg round Hilti Corporation is a world leader in construction tools, fastening systems and services. Hilti’s name is synonymous with leading edge construction methods and equipment used throughout the world. The company has been involved in major infrastructural projects including the Channel Tunnel and the new Hong-Kong Airport which was the world largest construction project. The Sydney’s Olympic stadium was built using Hilti technology. A breakthrough in the construction technology has been the German pavilion built with Glass at Expo 2000 held in Hanover, Germany. Hilti has been also involved in mega projects in the Middle East: Burj Dubai is one of these projects in UAE where Hilti has been used for anchoring and fire stopping applications. In Jamarat Bridge project in Makkah (KSA) was built using different Hilti adhesive, heavy duty anchors and Hilti tools as well. Hilti’s turnover was CHF 4’700 million in Y2008. Hilti operates in nearly 130 countries, with more than 20,400 employees. With corporate head quarters in Schaan, Liechtenstein, Hilti has several production plants located in Europe, America and Asia. The necessary Research and Development is carried out in Liechtenstein and Germany. Hilti’s high-tech proprietary solutions, products and systems cater to customers’ requirements, particularly in the field of fastening, demolition, installation and construction chemicals. Value addition is brought about through integrated system solutions, comprising of advice, engineering, on-site training, know-how transfer and after-sales support.

1


Hilti tools are recognized worldwide for their superior design, safety standards [BS 5750 and ISO 9000] and high technology. On an average, it is estimated that appropriate usage of Hilti tools in construction related activities would reduce the implementation time of any large project by approx. 20-25% over the entire span of project implementation cycle. This obviously would swing the benefit-cost ratio in favour of the project.

Hilti technology touches the world

Hilti’s proprietary solutions, products and systems cater to customer requirements, particularly in the field of fastening, demolition and installation.

Hilti offers professional users in the infrastructure industry a comprehensive program of

drilling and demolition, power actuated fastening, anchor technology, diamond cutting and

coring systems and construction chemical systems which provide more value for

customers through their economic advantages.

These systems include machines, tools, and equipment complete with the appropriate

insert tools and consumables supported by advice, application training, technical literature

and after-sales service. Hilti operates through its own specialized organizations for direct

sales or qualified sales partners who can offer an advisory service.

Quality, innovation and extensive application know-how, resulting from close contact with the customer, are Hilti’s main strengths. For more than 6 decades, our hallmark has been the development of innovative technologies to serve the needs of our customers in the Construction world. As a global leader, Hilti offers extensive experience and expertise in key capabilities that support all needs for the construction sector. Hilti has developed world-wide expertise and would continue to provide superior value to its customers by expanding its technical base. Hilti has been a leading edge in the construction technology and has been best known as the world’s leading suppliers of the process technology to the construction industry.

Hilti Engineering

Engineering plays a key role in the transfer of Hilti technology to its customers, irrespective

of whether the technology takes the form of products or services. More than two-third of the

people employed by Hilti are engineers, embracing all major disciplines who offer several

alternatives for ensuing the successful application of Hilti’s technology, including design,

equipment and services.

2


Hilti Products and Solutions

Hilti tools are recognized worldwide for their superior design, safety standards [BS 5750 and ISO 9001] and high technology.

Our product portfolio offers state-of-the-art applications for the construction world which ensure flexibility along with reliability for the customer. With such flexibility, the customers can always get the functionality they want and when they need it.

Hilti offers to its customers a wide range of technological solutions, products and services.

Significant benefits

A few of the significant benefits to the Country are cited below:

• Inflow of hi-tech and latest technology in the form of manufacturing know-how,

tools and equipments etc.;

• Employment generation;

• Training of international standards thereby developing local talent;

• Supplement to Government’s efforts in quicker implementation of infrastructural

projects. With the use of Hilti Tools and Equipments, where on one hand the quality

is improved by more than 100%, the project time is reduced by 30% to 40%, which

in turn leads to reduction in overall project costs.

• Quality: As a first step towards quality, the group has committed itself resolutely to

the path of “quality management”. The programmes for improving quality

implemented at all stages of production, sales, management and service line aim at

improving response to the customers’ requirements, essential for the company.

3


GENERIC PRODUCT NAMES Manufacturers Representative

Direct Fastening Direct Powder Actuated Tools Fasteners For Powder Actuated Tools: Pins & Studs Insulation Fasteners Form Stops Shear Connectors Underwater Repair Tool For Concrete & Steel Rotary Hammer Drills - Electro Pneumatic Combination Rotary & Chiseling Hammer Drills - Electro Pneumatic Air Pneumatic Rotary Hammers Concrete Chiseling & Breaking Hammers - Electro Pneumatic Screw Guns Rotary Drills Battery Powered Drills Battery Powered Screw Guns Concrete Chisels Concrete Bushing Tools Carbide Tipped Drill Bits For Concrete Carbide Tipped Core Bits For Concrete Drill Bits For Steel Drill Bits For Wood Diamond Core Machines Diamond Core Bits - Wet Cutting Diamond Core Bits - Dry Cutting Diamond Drilling & Cutting Accessories Screws - Drywall Screws - Self Drilling Screws - Self Tapping Screws - Wood Screw Gun Accessories Insulation Screw Fasteners Angle Grinders 115 Mm, 180 Mm, 130 Mm Wall Saws – Concrete Wall Saw Blades – Concrete Carbide Cutting Discs Carbide Grinding Discs Plastic Anchors, Metal Anchors, Sleeve Anchors, Crane Rail Anchors, Frame Anchors Undercutting Anchors Insulation Anchors - Metal & Plastic Types Chemical Anchors - Capsule & Cartridge Types Ceiling Anchors, Drywall Anchors, Rail Anchors, Equipment Anchors Track & Frame Systems For Pining; Heating; Chilling; Air Conditioning Pipe Hangers - Steel - Insulated - Vibration Proof - Shock Proof Bolts, Nuts, Washers, Couplings Fire Proof Wrapping, Fire Proof Mastic, Fire Proof Foams, Fire Stop Material

4


QUALITY POLICY

Hilti Saudi Arabia for Const. Tools objective is to provide Hilti branded high quality specialized tools and fastening systems for professional customers in the construction and building maintenance industries. The implementation of the internal procedures which constitute our policy insures that our products and services will comply with and satisfy the business requirements and needs of our Customers. We create success for our Customers by providing superior added-value products and services. We are committed to excellence in innovation, total quality, direct

customer relationships and effective marketing. We provide the required training and awareness for all employees to

achieve high performance and total customer satisfaction. We base our culture on commitment, integrity, responsibility, trust,

tolerance and respect for others. We are always ready to learn and change.

We are committed to continuously monitor and improve the quality system

by adopting and implementing a Quality Management System according to the requirements of ISO9001: 2000 and ISO14001:2004

Rolf S. Riedl

Chief Executive Officer

5


Corpo rate Office

Contacts: Rolf S. Riedl : Chief Executive Officer Shrika nt R Kumar : Director Finance & Operations Lubin Ozoux : Marketing Director Address:

Kilo 14, King Fahd Street, Saad Abukhadra Building, P.O. Box 15930, Jeddah 21454, Kingdom of Saudi Arabia. Tel: + 966 2 698 3660 Fax: + 966 2 697 4696 www.hilti.com

6


Madina

Yanbu

Jeddah 2 Jeddah

Makkah

Riyadh Khobar Jubail

Riyadh2

CENTER LOCATIONS

7

G CertificateSQS herewith certifies that the company named below has a management system which meets the

requirements of the normative bases specified below.

FL-9494 Schaan

Certified area

According to appendix

Field of activity

Research, Development, Manufacturing,Sales and Services

Normative bases

ISO 9001:2008 Quality Management System

ISO 14001:2004 Environmental Management System

H ilti Aktiengesellschaft

Swiss Association for Quality andManagement Systems SQS

Bernstrasse 1 03, CH-3052 Zollikofenlssue date: July 1, 2010

,ffi

V -CaUi- u.+-<-c-! .a- r

X. Edelmann, President SQS

IISwiss Made

This SQS Certificate is valid up toand including June 30,2013Scope number 18

Registration number 12455

-----?€"=-T. Zahner, Managing Director SQS

Partner of-t -

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14

Hilti HIT-HY 200

with HIT-Z

04 / 2012

1

Anchor Fastening Technology Manual Hilti H IT-HY 200 with HIT-Z 2012-04

15

Hilti HIT-HY 200

with HIT-Z

04 / 2012

2

Hilti HIT-HY 200 with HIT-Z

Injection mortar system Benefits

Hilti HIT- HY 200-A 330 ml foil pack (also available as 500 ml foil pack)

- No cleaning required: Zero succeptability to borehole cleaning conditions with dry and water saturated concrete base material

- Maximum load performance in cracked concrete and uncracked concrete

- Suitable for cracked and non-cracked concrete C 20/25 to C 50/60

- Suitable for use with diamond cored holes in non-cracked or cracked concrete with no load reductions

- Two mortar (Hilti HIT-HY 200-A and Hilti HIT-HY 200-R) versions available with different curing times and same performance

Hilti HIT- HY 200-R 330 ml foil pack (also available as 500 ml foil pack)

Static mixer

HIT-Z HIT-Z-R rod

Concrete Tensile zone

Corrosion resistance

European Technical Approval

CE conformity

PROFIS Anchor design software

No cleaning required for approved loads

Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-12/0006 / 2012-04-04

(HIT-HY 200-A) ETA-12/0028 / 2012-04-04 (HIT-HY 200-R)

a) All data given in this section according ETA-12/0006 and ETA-12/0028, issue 2012-04-04. Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - Embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long te rm/short term base material temperature: +24°C/40°C ) - Installation temperature range +5°C to +40°C

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Hilti HIT-HY 200

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Embedment depth and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, desi gn resistance, recommended loads.

Anchor size M8 M10 M12 M16 M20 Embedment depth [mm] 70 90 110 145 180 Base material thickness [mm] 130 150 170 245 280

Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², element HIT-Z Anchor size M8 M10 M12 M16 M20 Non-cracked concrete Tensile NRu,m HIT-Z [kN] 25,2 39,9 57,8 100,8 153,3

Shear VRu,m HIT-Z [kN] 12,6 20,0 28,4 50,4 76,7

Cracked concrete Tensile NRu,m HIT-Z [kN] 25,2 39,9 55,1 83,4 115,4

Shear VRu,m HIT-Z [kN] 12,6 20,0 28,4 50,4 76,7

Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², element HIT-Z Anchor size M8 M10 M12 M16 M20 Non-cracked concrete Tensile NRk HIT-Z [kN] 24,0 38,0 54,3 88,2 122,0

Shear VRk HIT-Z [kN] 12,0 19,0 27,0 48,0 73,0

Cracked concrete Tensile NRk HIT-Z [kN] 21,1 30,7 41,5 62,9 86,9

Shear VRk HIT-Z [kN] 12,0 19,0 27,0 48,0 73,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², element HIT-Z

Anchor size M8 M10 M12 M16 M20 Non-cracked concrete Tensile NRd HIT-Z [kN] 16,0 25,3 36,2 58,8 81,3

Shear VRd HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4 Cracked concrete Tensile NRd HIT-Z [kN] 14,1 20,5 27,7 41,9 58,0

Shear VRd HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4 Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², element HIT-Z Anchor size M8 M10 M12 M16 M20 Non-cracked concrete Tensile Nrec HIT-Z [kN] 11,4 18,1 25,9 42,0 58,1

Shear Vrec HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7 Cracked concrete Tensile Nrec HIT-Z [kN] 10,0 14,6 19,8 29,9 41,4

Shear Vrec HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7

a) With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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Hilti HIT-HY 200

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4

Service temperature range Hilti HIT-HY 200 injection mortar with anchor rod HIT-Z may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance.

Temperature range Base material temperature

Maximum long term base material temperature

Maximum short term base material temperature

Temperature range I -40 °C to +40 °C +24 °C +40 °C Temperature range II -40 °C to +80 °C +40 °C +80 °C Temperature range III -40 °C to +120 °C +72 °C +120 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIT -Z and HIT-Z-R

Anchor size M8 M10 M12 M16 M20 Nominal tensile strength fuk

HIT-Z [N/mm²] 650 650 650 610 595

HIT-Z-R

Yield strength fyk

HIT-Z [N/mm²] 520 520 520 490 480

HIT-Z-R Stressed cross- section of thread As

HIT-Z [mm²] 36,6 58,0 84,3 157 245

Moment of resistance W HIT-Z [mm³] 31,9 62,5 109,7 278 542

Material quality

Part Material HIT-Z C-steel cold formed, steel galvanized ≥ 5µm HIT-Z-R stainless steel cold formed, A4

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Hilti HIT-HY 200

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5

Ancho r di mension s

Anchor size M8 M10 M12 M16 M20

Length of anchor min l [mm] 80 95 105 155 215

max l [mm] 120 160 196 240 250

Helix length lHelix [mm] 50 60 60 96 100

Installation equipment Anchor size M8 M10 M12 M16 M20 Rotary hammer TE 2 – TE 40 TE 40 - TE 70

Curing and working time

Temperature of the

base material

HIT-HY 200-R Working time in which anchor

can be inserted and adjusted t work Curing time before anchor

can be loaded t cure

5 °C 1 hour 3 hour

6 °C to 10 °C 40 min 2 hour

11 °C to 20 °C 15 min 1 hour


31 °C to 40 °C 6 min 1 hour Curing and working time

Temperature of the

base material

HIT-HY 200-A Working time in which anchor


can be loaded t cure

5 °C 25 min 2 hour


11 °C to 20 °C 7 min 30 min

21 °C to 30 °C 4 min 30 min

31 °C to 40 °C 3 min 30 min

head marking

Marking

l

l Helix

d

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Hilti HIT-HY 200

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6

Setting instruction Bore hole drilling

Pre-setting: Drill hole to the required drilling depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit. Diamond coring is permissible when diamond core drilling machine and the corresponding core bit are used.

Through-setting: Drill hole through the clearance hole in the fixture to the required drilling depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit. Diamond coring is permissible when diamond core drilling machine and the corresponding core bit are used.

Bore hole cleaning a) a) No cleaning required for ha mmer drilled boreholes b) Hole flushing and evacuation for wet-drilled diamond c ored holes or flooded holes

Flush 2 times from the back of the hole over the hole length.

Blow 2 times the hole with oil-free compressed air (min. 6 bar at 6 m³/h) to evacuate the water

Check of setting depth and compress of the drilling dust

Mark the element and check the setting depth and compress the drilling dust. The element has to fit in the hole until the required embedment depth. If it is not possible to compress the dust, remove the dust in the drill hole or drill deeper.

a) When drilling downward with non-cleaning the required drilling depths can vary due to accumulation of dust in

the hole.

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Hilti HIT-HY 200

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04 / 2012

7

Injection preparation

Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Swing foil pack holder with foil pack into HIT-dispenser.

Discard initial adhesive. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are 2 strokes for 330 ml foil pack 3 strokes for 500 ml foil pack

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

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull.

Fill holes approximately 2/3 full for Pre-setting and 100% full for through-setting, or as required to ensure that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.

After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer.

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Hilti HIT-HY 200

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8

Overhead installation

For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately piston plug HIT-SZ. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Set element to the required embedment depth until working time twork has elapsed. After setting the element the annular gap between the anchor and the fixture (through-setting) or concrete (pre-setting) has to be completely filled with mortar.

After required curing time tcure remove excess mortar. Apply indicated torque moment to activate anchor functioning principles. The anchor can be loaded.

For detailed information on installation see instruction for use given with the package of the product.

Setting details


Nominal diameter of drill bit

d0 [mm] 10 12 14 18 22

Effective embedment depth range

hnom,min [mm] 60 60 60 96 100

hnom,max [mm] 100 120 150 200 220

Minimum base material thickness

hmin [mm] hnom + 60 mm hnom + 100 mm

Pre-setting: Diameter of clearance hole in the fixture

df ≤ [mm] 9 12 14 18 22

Through-setting: Diameter of clearance hole in the fixture

df ≤ [mm] 11 14 16 20 24

Torque moment Tinst [Nm] 10 25 40 80 150

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Criti cal edge distance and critical spacing Critical spacing for splitting failure

scr,sp [mm] 2 ccr,sp

Critical edge distance for splitting failure ccr,sp [mm]

1,5 ⋅⋅⋅⋅ hnom for h / hnom ≥ 2,4

6,0 hnom – 2,0 h for 2,4 > h / hnom > 1,3:

3,5 hnom for h / hnom ≤ 1,3:

Critical spacing for concrete cone failure scr,N [mm] 2 ccr,N

Critical edge distance for concrete cone failure

ccr,N [mm] 1,5 hnom

For spacing (or edge distance) smaller than critical spacing (or critical edge distance) the design loads have to be reduced.

a) Embedment depth range: hnom,min ≤ hnom ≤ hnom,max Pre-setting : Through -setting: Install anchor before positioning fixture

Install anchor through positioned fixture

Fixture Thickness tfix Thickness of concrete member h

Hole depth h0

Effective anchorage depth hnom

df df

annular gap filled with Hilti HIT-HY 200

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Minimum edge distance and spacing For the calculation of minimum spacing and minimum edge distance of anchors in combination with different embedment depth and thickness of concrete member the following equation shall be fulfilled:

Ai,req < Ai,eff Required area A i,req


Cracked concrete [mm²] 19200 40800 58800 94700 148000

Uncracked concrete [mm²] 22200 57400 80800 128000 198000

Effect ive area A i,eff

Member thickness h ≥ hnom +1,5·c

Single anchor and group of anchors with s > 3·c [mm²] Ai,eff = (6·c) · (hnom + 1,5·c) with c ≥ 5·d

Group of anchors with s ≤ 3·c [mm²] Ai,eff = (3·c + s) · (hnom + 1,5·c) with c ≥ 5·d and s ≥ 5·d

Member thickness h ≤ hnom +1,5·c

Single anchor and group of anchors with s > 3·c

[mm²] Ai,eff = (6·c) · h with c ≥ 5·d

Group of anchors with s ≤ 3·c [mm²] Ai,eff = (3·c + s) · h with c ≥ 5·d and s ≥ 5·d

cmin and smin in 5 mm steps

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Best case minimum edge distance and spacing with required member thickness and embedment depth


Cracked concrete

Member thickness h ≥ [mm] 140 200 240 300 370

Embedment depth hnom ≥ [mm] 80 120 150 200 220

Minimum spacing smin [mm] 40 50 60 80 100

Corresponding edge distance c ≥ [mm] 40 55 65 80 100

Minimum edge distance cmin = [mm] 40 50 60 80 100

Corresponding spacing s ≥ [mm] 40 60 65 80 100

Non cracked concrete

Member thickness h ≥ [mm] 140 230 270 340 410

Embedment depth hnom ≥ [mm] 80 120 150 200 220



Minimum edge distance cmin [mm] 40 50 60 80 100

Corresponding spacing s ≥ [mm] 40 145 160 160 235 Best ca se minimum member thickness and embedment depth with required minimum edge distance and spacing


Cracked concrete

Member thickness hmin [mm] 120 120 120 196 200

Embedment depth hnom,min [mm] 60 60 60 96 100



Minimum edge distance cmin = [mm] 40 60 90 80 125



Member thickness hmin [mm] 120 120 120 196 200

Embedment depth hnom,min [mm] 60 60 60 96 100





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Minimum edge distance and spacing – Explanation Minimum edge and spacing geometrical requirements are determined by testing the installation conditions in which two anchors with a given spacing can be set close to an edge without forming a crack in the concrete due to tightening torque. The HIT-Z boundary conditions for edge and spacing geometry can be found in the tables to the left. If the embedment depth and slab thickness are equal to or greater than the values in the table, then the edge and spacing values may be utilized. PROFIS Anchor software is programmed to calculate the referenced equations in order to determine the optimized related minimum edge and spacing based on the following variables: Cracked or uncracked concr ete For cracked concrete it is assumed that a reinforcement is present which

limits the crack width to 0,3 mm, allowing smaller values for minimum edge distance and minimum spacing

Anchor diameter For smaller anchor diameter a smaller installation torque is required, allowing smaller values for minimum edge distance and minimum spacing

Slab thickness and embedment depth

Increasing these values allows smaller values for minimum edge distance and minimum spacing

Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-12/0006 (HIT-HY 200-A) and ETA-12/0028 (HIT-HY 200-R) issued on 2012-04-04

Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two

anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The simplified calculated design loads take a conservative approach: They will be lower than the exact values according to ETAG 001, TR 029. For an optimized design, anchor calculation can be performed using PROFIS anchor design software.

The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity)

The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor.

TENSION loading

The design tensile resistance is the lower value of

- Steel resistance: NRd,s

- Combined pull-out and concrete cone resistance: NRd,p

- Concrete cone resistance: NRd,c = N0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,N ⋅⋅⋅⋅ f2,N ⋅⋅⋅⋅ f3,N ⋅⋅⋅⋅ fh,N ⋅⋅⋅⋅ fre,N

- Concrete splitting resistance (only non-cracked concrete): NRd,sp = N0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,sp ⋅⋅⋅⋅ f2,sp ⋅⋅⋅⋅ f3,sp ⋅⋅⋅⋅ fh,N ⋅⋅⋅⋅ fre,N

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Basic design tensile resistance Design steel resistance N Rd,s Anchor size M8 M10 M12 M16 M20 NRd,s HIT-Z / HIT-Z-R [kN] 16,0 25,3 36,7 64,0 97,3

Design combined pull -out and concrete cone resistance N Rd,p

a)

Anchor size M8 M10 M12 M16 M20 Non-cracked concrete N0

Rd,p Temperature range I [kN] 20,1 30,2 36,2 77,2 100,5 N0

Rd,p Temperature range II [kN] 18,4 27,6 33,2 70,8 92,2 N0

Rd,p Temperature range III [kN] 16,8 25,1 30,2 64,3 83,8 Cracked concrete N0



Rd,p Temperature range III [kN] 15,1 22,6 27,1 57,9 75,4 a) The combined pull-out and concrete cone resistance is independent from the embedment depth. Design concrete cone resistance N Rd,c = N0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,N ⋅⋅⋅⋅ f2,N ⋅⋅⋅⋅ f3,N ⋅⋅⋅⋅ fh,N ⋅⋅⋅⋅ fre,N Design splitting resistance a) NRd,sp = N0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,sp ⋅⋅⋅⋅ f2,sp ⋅⋅⋅⋅ f3,sp ⋅⋅⋅⋅ f h,N ⋅⋅⋅⋅ fre,N Anchor size M8 M10 M12 M16 M20 hnom,typ [mm] 70 90 110 145 180 N0

Rd,c Non cracked concrete [kN] 19,7 28,7 38,8 58,8 81,3 N0

Rd,c Cracked concrete [kN] 14,1 20,5 27,7 41,9 58,0 a) Splitting resistance must only be considered for non-cracked concrete. Influencing factors

Influence of concrete strength on combined pull -out and concrete cone resistance

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB,p = 1,00 1,00 1,00 1,00 1,00 1,00 1,00 Influence of concrete strength on concrete cone resistance

Concrete strength designation (ENV 206)

C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)0,5 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of edge distance a)

c/c cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/c cr,sp

f1,N = 0,7 + 0,3⋅c/ccr,N ≤ 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3⋅c/ccr,sp ≤ 1

f2,N = 0,5⋅(1 + c/ccr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f2,sp = 0,5⋅(1 + c/ccr,sp) ≤ 1 a) The edge distance shall not be smaller than the minimum edge distance cmin. These influencing factors must

be considered for every edge distance smaller than the critical edge distance.

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Influence of anchor spacing a)

s/s cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

s/s cr,sp

f3,N = 0,5⋅(1 + s/scr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f3,sp = 0,5⋅(1 + s/scr,sp) ≤ 1 a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor

must be considered for every anchor spacing.

Influence of embedment depth on concrete cone resistance

fh,N = (hnom /hnom,typ )1,5

Influence of reinforcement

hnom [mm] 60 70 80 90 ≥ 100

fre,N = 0,5 + hnom/200mm ≤ 1 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1 a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a

spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre,N = 1 may be applied.

SHEAR loading

The design shear resistance is the lower value of

- Steel resistance: VRd,s

- Concrete pryout resistance: VRd,cp = k ⋅⋅⋅⋅ lower value of NRd,p and NRd,c

- Concrete edge resistance: VRd,c = V0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4 ⋅⋅⋅⋅ f hef ⋅⋅⋅⋅ fc

Basic design shear resistance

Design steel resistance V Rd,s Anchor size M8 M10 M12 M16 M20 VRd,s HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4 VRd,s HIT-Z-R [kN] 11,2 18,4 26,4 45,6 70,4

Design concrete pryout resistance V Rd,cp = lower value a) of k ⋅⋅⋅⋅ NRd,p and k ⋅⋅⋅⋅ NRd,c

k = 2 for h ef ≥ 60 mm

a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance

Design concrete edge resistance a) VRd,c = V0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4

Non-cra cked concrete Cracked concrete

Anchor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20

V0Rd,c [kN] 5,8 8,6 11,6 18,9 27,4 4,1 6,0 8,2 13,3 19,4

a) For anchor groups only the anchors close to the edge must be considered.

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Influencing factors Influence of concrete strength


fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of angle between load applied and the direction perpendicular to the free edge

Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

( )2

2

5,2

sincos

1

+

=V

V

fα

αβ

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50

Influence of base material thickness

h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5

f h = h/(1,5 ⋅ c) 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 Influence of anchor spacing and edge distance a) for concrete edge resistance: f 4 f4 = (c/h nom )1,5 ⋅⋅⋅⋅ (1 + s / [3 ⋅⋅⋅⋅ c]) ⋅⋅⋅⋅ 0,5

c/h nom Single anchor

Group of two anchors s/h nom 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin.

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Influence of embedment depth

hnom /d 4 4,5 5 6 7 8 9 10 11

f hef = 0,05 ⋅ (hnom / d)1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81 hef/d 12 13 14 15 16 17 18 19 20

f hef = 0,05 ⋅ (hnom / d)1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67 Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40

fc = (d / c)0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50 a) The edge distance shall not be smaller than the minimum edge distance cmin.

Combined TENSION and SHEAR loading For combined tension and shear loading see section “Anchor Design”.

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Precalculated values – desi gn resistan ce values All data applies to: - temperature range I (see service temperature range) - no effects of dense reinforcement Design resistance: concrete C 20/25 – fck,cube = 25 N/mm²

Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,min = [mm] 60 60 60 96 100 Base material thickness hmin= [mm] 120 120 120 196 200

Tensile N Rd: sing le anchor, no edge effects

Non-cracked concrete

HIT-Z / HIT-Z-R [kN] 15,6 15,6 15,6 31,7 33,7 Cracked concrete HIT-Z / HIT-Z-R [kN] 11,2 11,2 11,2 22,6 24,0

Shear VRd: sing le anchor, no edge effects, without lever arm Non-cracked concrete

HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4

HIT-Z-R [kN] 11,2 18,4 26,4 45,6 67,3 Cracked concrete HIT-Z [kN] 9,6 15,2 21,6 38,4 48,0

HIT-Z-R [kN] 11,2 18,4 22,3 45,1 48,0 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,min = [mm] 60 60 60 96 100 Base material thickness hmin= [mm] 120 120 120 196 200

Tensile N Rd: sing le anchor, min. edge distance (c = c min ) Non-cracked concrete

cmin [mm] 40 80 115 110 165

HIT-Z / HIT-Z-R [kN] 7,8 10,5 13,2 20,1 25,7 Cracked concrete cmin [mm] 40 80 115 110 165

HIT-Z / HIT-Z-R [kN] 6,7 10,2 11,2 18,5 24,0

Shear VRd: sing le anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete

cmin [mm] 40 80 115 110 165

HIT-Z [kN] 3,5 9,2 12,8 16,3 26,0

HIT-Z-R [kN] 3,5 9,2 12,8 16,3 26,0 Cracked concrete cmin [mm] 40 80 115 110 165

HIT-Z [kN] 2,5 6,5 9,1 11,6 18,4

HIT-Z-R [kN] 2,5 6,5 9,1 11,6 18,4

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor)


Tensile N Rd: doub le anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete smin [mm] 40 50 60 80 100

HIT-Z / HIT-Z-R [kN] 8,9 9,2 9,5 18,7 20,3 Cracked concrete smin [mm] 40 50 60 80 100

HIT-Z / HIT-Z-R [kN] 6,8 7,1 7,4 14,4 16,0

Shear VRd: doub le anchor, no edge effects, min. spacing (s = s min ) , without lever arm Non-cracked concrete smin [mm] 40 50 60 80 100

HIT-Z [kN] 9,6 15,2 20,9 38,4 44,9

HIT-Z-R [kN] 11,2 18,4 20,9 40,5 44,9 Cracked concrete smin [mm] 40 50 60 80 100

HIT-Z [kN] 9,6 14,3 14,9 28,8 32,0

HIT-Z-R [kN] 11,2 14,3 14,9 28,8 32,0 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280





HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4


HIT-Z-R [kN] 11,2 18,4 26,4 45,6 70,4

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280


cmin [mm] 40 65 80 90 120


HIT-Z / HIT-Z-R [kN] 7,9 12,8 17,4 24,4 34,9


cmin [mm] 40 65 80 90 120

HIT-Z [kN] 3,6 7,5 10,6 13,8 21,8


HIT-Z [kN] 2,6 5,3 7,5 9,8 15,5

HIT-Z-R [kN] 2,6 5,3 7,5 9,8 15,5 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor) Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280



HIT-Z / HIT-Z-R [kN] 8,4 12,1 16,4 24,8 34,3


HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4


HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4

HIT-Z-R [kN] 11,2 18,4 26,4 45,6 68,7

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320





HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4


HIT-Z-R [kN] 11,2 18,4 26,4 45,6 70,4 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320


cmin [mm] 40 55 65 80 105


HIT-Z / HIT-Z-R [kN] 9,2 14,3 17,1 33,5 41,1


cmin [mm] 40 55 65 80 105

HIT-Z [kN] 3,9 6,4 8,7 13,0 19,6


HIT-Z [kN] 2,8 4,6 6,2 9,2 13,9

HIT-Z-R [kN] 2,8 4,6 6,2 9,2 13,9

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor)

Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320



HIT-Z / HIT-Z-R [kN] 10,5 15,8 18,9 38,5 45,1


HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4


HIT-Z [kN] 9,6 15,2 21,6 38,4 58,4

HIT-Z-R [kN] 11,2 18,4 26,4 45,6 70,4

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Precalculated values – recommended load values All data applies to: - temperature range I (see service temperature range) - no effects of dense reinforcement Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm²


Tensile N rec: sin gle anchor, no edge effects



Shear V rec: single anchor, no edge effects, without lever arm Non-cracked concrete

HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7


HIT-Z-R [kN] 8,0 13,1 15,9 32,2 34,3

For the recommended loads an overall partial safety factor for action γ = 1,4 is considered. The partial safety factors for action depend on the type of loading and shall be taken from national regulations. Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,min = [mm] 60 60 60 96 100 Base material thickness hmin= [mm] 120 120 120 196 200

Tensile N rec: sin gle anchor, min. edge distance (c = c min ) Non-cracked concrete

cmin [mm] 40 80 115 110 165


HIT-Z / HIT-Z-R [kN] 4,8 7,3 8,0 13,2 17,1

Shear V rec: single anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete

cmin [mm] 40 80 115 110 165

HIT-Z [kN] 2,5 6,5 9,1 11,7 18,6


HIT-Z [kN] 1,8 4,6 6,5 8,3 13,2

HIT-Z-R [kN] 1,8 4,6 6,5 8,3 13,2

For the recommended loads an overall partial safety factor for action γ = 1,4 is considered. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor)


Tensile N rec: dou ble anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete smin [mm] 40 50 60 80 100


HIT-Z / HIT-Z-R [kN] 4,9 5,1 5,3 10,3 11,4

Shear V rec: double anchor, no edge effects, min. spacing (s = s min ) , without lever arm Non-cracked concrete smin [mm] 40 50 60 80 100

HIT-Z [kN] 6,9 10,9 14,9 27,4 32,1


HIT-Z [kN] 6,9 10,2 10,6 20,6 22,9

HIT-Z-R [kN] 8,0 10,2 10,6 20,6 22,9

For the recommended loads an overall partial safety factor for action γ = 1,4 is considered. The partial safety factors for action depend on the type of loading and shall be taken from national regulations. Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280





HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7


HIT-Z-R [kN] 8,0 13,1 18,9 32,6 50,3


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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280


cmin [mm] 40 65 80 90 120


HIT-Z / HIT-Z-R [kN] 5,6 9,2 12,4 17,4 24,9


cmin [mm] 40 65 80 90 120

HIT-Z [kN] 2,6 5,4 7,5 9,9 15,6


HIT-Z [kN] 1,8 3,8 5,3 7,0 11,0

HIT-Z-R [kN] 1,8 3,8 5,3 7,0 11,0

For the recommended loads an overall partial safety factor for action γ = 1,4 is considered. The partial safety factors for action depend on the type of loading and shall be taken from national regulations. Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor) Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,typ = [mm] 70 90 110 145 180 Base material thickness hmin= [mm] 130 150 170 245 280



HIT-Z / HIT-Z-R [kN] 6,0 8,7 11,7 17,7 24,5


HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7


HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7

HIT-Z-R [kN] 8,0 13,1 18,9 32,6 49,1


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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320





HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7


HIT-Z-R [kN] 8,0 13,1 18,9 32,6 50,3

For the recommended loads an overall partial safety factor for action γ = 1,4 is considered. The partial safety factors for action depend on the type of loading and shall be taken from national regulations. Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320


cmin [mm] 40 55 65 80 105


HIT-Z / HIT-Z-R [kN] 6,6 10,2 12,2 24,0 29,3


cmin [mm] 40 55 65 80 105

HIT-Z [kN] 2,8 4,6 6,2 9,3 14,0


HIT-Z [kN] 2,0 3,3 4,4 6,6 9,9

HIT-Z-R [kN] 2,0 3,3 4,4 6,6 9,9


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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm² (load values are valid for single anchor)

Anchor size M8 M10 M12 M16 M20 Embedment depth hnom,max = [mm] 100 120 150 200 220 Base material thickness hmin= [mm] 160 180 210 300 320



HIT-Z / HIT-Z-R [kN] 7,5 11,3 13,5 27,5 32,2


HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7


HIT-Z [kN] 6,9 10,9 15,4 27,4 41,7

HIT-Z-R [kN] 8,0 13,1 18,9 32,6 50,3


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Anchor Fastening Technology Manual Hilti H IT-HY 200 With HIT-V With HIS-(R)N With rebar

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Hilti HIT-HY 200 with HIT-V



- Suitable for non-cracked and cracked concrete C 20/25 to C 50/60

- Suitable for dry and water saturated concrete

- High loading capacity, excellent handling and fast curing

- Small edge distance and anchor spacing possible

- Large diameter applications - Max In service temperature range

up to 120°C short term/ 72°C long term

- Manual cleaning for borehole diameter up to 20mm and hef ≤ 10d for non-cracked concrete only

- Embedment depth range: from 60 ... 160 mm for M8 to 120 ... 600 mm for M30


Static mixer

HIT-V rods HIT-V-R rods HIT-V-HCR rods


Small edge distance

and spacing

Variable embedment

depth



CE conformity

PROFIS Anchor design software

Approvals / certificates Description Authority / Laboratory No. / date of issue

European technical approval a) DIBt, Berlin

ETA-11/0493 / 2012-02-06 (Hilti HIT-HY 200-A) ETA-12/0084 / 2012-02-06 (Hilti HIT-HY 200-R)

a) All data given in this section according ETA-11/0493 and ETA-12/0084, issue 2012-02-06.

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Basic loading dat a (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long ter m/short term base material temperature: +24°C/40°C) - Installation temperature range -10°C to +40°C Embedment depth a) and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, desi gn resistance, recommended loads. Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Typical embedment depth hef [mm] 80 90 110 125 170 210 240 270 Base material thickness h [mm] 110 120 140 165 220 270 300 340

a) The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.

Mean ultimate resistance: concrete C 20/25 , anchor HIT -V 5.8 Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete

Tensile NRu,m HIT-V 5.8 [kN] 18,9 30,5 44,1 83,0 129,2 185,9 241,5 295,1

Shear VRu,m HIT-V 5.8 [kN] 9,5 15,8 22,1 41,0 64,1 92,4 120,8 147,0

Cracked concrete

Tensile NRu,m HIT-V 5.8 [kN] 16,0 22,5 44,0 66,7 105,9 145,4 177,7 212,0

Shear VRu,m HIT-V 5.8 [kN] 9,5 15,8 22,1 41,0 64,1 92,4 120,8 147,0

Characteristic resistance: concrete C 20/25 , anchor HIT -V 5.8 Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete

Tensile NRk HIT-V 5.8 [kN] 18,0 29,0 42,0 70,6 111,9 153,7 187,8 224,0

Shear VRk HIT-V 5.8 [kN] 9,0 15,0 21,0 39,0 61,0 88,0 115,0 140,0

Cracked concrete

Tensile NRk HIT-V 5.8 [kN] 12,1 17,0 33,2 50,3 79,8 109,6 133,9 159,7

Shear VRk HIT-V 5.8 [kN] 9,0 15,0 21,0 39,0 61,0 88,0 115,0 140,0

Design resistance: concrete C 20/25 , anchor HIT -V 5.8 Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete

Tensile NRd HIT-V 5.8 [kN] 12,0 19,3 28,0 39,2 62,2 85,4 104,3 124,5

Shear VRd HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0

Cracked concrete

Tensile NRd HIT-V 5.8 [kN] 6,7 9,4 18,4 27,9 44,3 60,9 74,4 88,7

Shear VRd HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0

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Recommended loads a): concrete C 20/25 , anchor HIT -V 5.8 Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete

Tensile Nrec HIT-V 5.8 [kN] 8,6 13,8 20,0 28,0 44,4 61,0 74,5 88,9

Shear Vrec HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0

Cracked concrete

Tensile Nrec HIT-V 5.8 [kN] 4,8 6,7 13,2 19,9 31,7 43,5 53,1 63,4

Shear Vrec HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0


Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.






Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIT -V

Anchor size M8 M10 M12 M16 M20 M24 M27 M30

Nominal tensile strength fuk

HIT-V 5.8 [N/mm²] 500 500 500 500 500 500 500 500 HIT-V 8.8 [N/mm²] 800 800 800 800 800 800 800 800 HIT-V-R [N/mm²] 700 700 700 700 700 700 500 500 HIT-V-HCR [N/mm²] 800 800 800 800 800 700 700 700

Yield strength fyk

HIT-V 5.8 [N/mm²] 400 400 400 400 400 400 400 400 HIT-V 8.8 [N/mm²] 640 640 640 640 640 640 640 640 HIT-V -R [N/mm²] 450 450 450 450 450 450 210 210 HIT-V-HCR [N/mm²] 640 640 640 640 640 400 400 400

Stressed cross-section As

HIT-V [mm²] 36,6 58,0 84,3 157 245 353 459 561

Moment of resistance W

HIT-V [mm³] 31,2 62,3 109 277 541 935 1387 1874

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Material quality Part Material Threaded rod HIT-V(F)

Strength class 5.8, A5 > 8% ductile steel galvanized ≥ 5 µm, (F) hot dipped galvanized ≥ 45 µm,

Threaded rod HIT-V(F)

Strength class 8.8, A5 > 8% ductile steel galvanized ≥ 5 µm, (F) hot dipped galvanized ≥ 45 µm,

Threaded rod HIT-V-R

Stainless steel grade A4, A5 > 8% ductile strength class 70 for ≤ M24 and class 50 for M27 to M30, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362

Threaded rod HIT-V-HCR

High corrosion resistant steel, 1.4529; 1.4565 strength ≤ M20: Rm = 800 N/mm², Rp 0.2 = 640 N/mm², A5 > 8% ductile M24 to M30: Rm = 700 N/mm², Rp 0.2 = 400 N/mm², A5 > 8% ductile

Washer ISO 7089

Steel galvanized, hot dipped galvanized, Stainless steel, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 High corrosion resistant steel, 1.4529; 1.4565

Nut EN ISO 4032

Strength class 8, steel galvanized ≥ 5 µm, hot dipped galvanized ≥ 45 µm, Strength class 70, stainless steel grade A4, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Strength class 70, high corrosion resistant steel, 1.4529; 1.4565

Anchor dimensions

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Anchor rod HIT-V, HIT-V-R, HIT-V-HCR Anchor rods HIT-V (-R / -HCR) are available in variable length

Setting installation equipment

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Rotary hammer TE 2 – TE 16 TE 40 – TE 70 Other tools, hammer drilling compressed air gun or blow out pump, set of cleaning brushes, dispenser

Setting instruction

Bore hole drilling

Drill Hole to the required embedment depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit.

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Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris. a) Manual Cleaning (MC) non-cracked concrete only for bore hole diameters d0 ≤ 20mm and bore hole depth h0 ≤ 10d

The Hilti manual pump may be used for blowing out bore holes up to diameters d0 ≤ 20 mm and embedment depths up to hef ≤ 10d. Blow out at least 4 times from the back of the bore hole until return air stream is free of noticeable dust

Brush 4 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole -- if not the brush is too small and must be replaced with the proper brush diameter.

Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust.

b) Compressed air cleaning (CAC) for all bore hole diameters d0 and all bore hole depth h0

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.


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

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Discard initial adhesive. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are: 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack, 4 strokes for 500 ml foil pack ≤ 5°C.


Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.


Overhead installation and/or installation with embedment depth hef > 250mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure.

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth untill working time twork has elapsed.

For overhead installation use piston plugs and fix embedded parts with e.g. wedges

Loading the anchor: After required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.

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For detailed information on installation see instruction for use given with the package of the product. Working time, curing time

Temperature of the

base material

Hilti HIT-HY 200-R Working time in which anchor


can be loaded t cure -10 °C to -5 °C 3 hour 20 hour -4 °C to 0 °C 2 hour 7 hour 1 °C to 5 °C 1 hour 3 hour

6 °C to 10 °C 40 min 2 hour 11 °C to 20 °C 15 min 1 hour 21 °C to 30 °C 9 min 1 hour 31 °C to 40 °C 6 min 1 hour

Temperature

of the base material

Hilti HIT-HY 200-A Working time in which anchor


can be loaded t cure -10 °C to -5 °C 1,5 hour 7 hour -4 °C to 0 °C 50 min 4 hour 1 °C to 5 °C 25 min 2 hour

6 °C to 10 °C 15 min 1 hour 11 °C to 20 °C 7 min 30 min 21 °C to 30 °C 4 min 30 min 31 °C to 40 °C 3 min 30 min

Setting details

Fixture Thickness tfix

d 0

Marking of the embedment depth performed in field

Bore hole depth h0 = anchorage depth hef

Thickness of concrete member h

df

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Setti ng details Anchor size M8 M10 M12 M16 M20 M24 M27 M30

Nominal diameter of drill bit

d0 [mm] 10 12 14 18 22 28 30 35

Effective embedment and drill hole depth range

a)

for HIT-V

hef,min [mm] 60 60 70 80 90 96 108 120

hef,max [mm] 160 200 240 320 400 480 540 600


hmin [mm] hef + 30 mm hef + 2 d0

Diameter of clearance hole in the fixture

df [mm] 9 12 14 18 22 26 30 33

Torque moment Tmax b) [Nm] 10 20 40 80 150 200 270 300

Minimum spacing smin [mm] 40 50 60 80 100 120 135 150

Minimum edge distance cmin [mm] 40 50 60 80 100 120 135 150

Critical spacing for splitting failure


Critical edge distance for splitting failure c) ccr,sp [mm]

1,0 ⋅⋅⋅⋅ hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3:

2,26 hef for h / hef ≤ 1,3:

Critical spacing for concrete cone failure

scr,N [mm] 2 ccr,N

Critical edge distance for concrete cone failure d)

ccr,N [mm] 1,5 hef


a) Embedment depth range: hef,min ≤ hef ≤ hef,max

b) Maximum recommended torque moment to avoid splitting failure during installation with minimum spacing and/or edge distance.

c) h: base material thickness (h ≥ hmin), hef: embedment depth

d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the safe side.

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Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-11/0493 issued 2012-02-06 for HIT-HY 200-A and ETA-12/0084 issued 2012-02-06 for HIT-HY 200-R. Both mortars possess identical technical load performance.





TENSION loading



- Combined pull-out and concrete cone resistance: NRd,p = N0

Rd,p ⋅⋅⋅⋅ fB,p ⋅⋅⋅⋅ f1,N ⋅⋅⋅⋅ f2,N ⋅⋅⋅⋅ f3,N ⋅⋅⋅⋅ fh,p ⋅⋅⋅⋅ fre,N




Basic design tensile resistance

Design steel resistance N Rd,s Anchor size M8 M10 M12 M16 M20 M24 M27 M30

NRd,s

HIT-V 5.8 [kN] 12,0 19,3 28,0 52,7 82,0 118,0 153,3 187,3 HIT-V 8.8 [kN] 19,3 30,7 44,7 84,0 130,7 188,0 244,7 299,3 HIT-V-R [kN] 13,9 21,9 31,6 58,8 92,0 132,1 80,4 98,3 HIT-V-HCR [kN] 19,3 30,7 44,7 84,0 130,7 117,6 152,9 187,1

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Design combined pull -out and concrete cone resistance NRd,p = N0


Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Typical embedment depth hef = hef,typ [mm] 80 90 110 125 170 210 240 270

Non-cracked concrete N0

Rd,p Temperature range I [kN] 22,3 31,4 46,1 69,8 118,7 175,9 169,6 212,1 N0

Rd,p Temperature range II [kN] 19,0 26,7 39,2 59,3 100,9 149,5 135,7 169,6 N0

Rd,p Temperature range III [kN] 15,6 22,0 32,3 48,9 83,1 123,2 124,4 155,5 Cracked concrete N0

Rd,p Temperature range I [kN] 6,7 9,4 18,4 27,9 47,5 70,4 90,5 113,1 N0

Rd,p Temperature range II [kN] 5,0 7,1 15,0 22,7 38,6 57,2 73,5 91,9 N0

Rd,p Temperature range III [kN] 4,5 6,3 12,7 19,2 32,6 48,4 62,2 77,8 Design concrete cone resistance N Rd,c = N0


Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,sp ⋅⋅⋅⋅ f2,sp ⋅⋅⋅⋅ f3,sp ⋅⋅⋅⋅ f h,N ⋅⋅⋅⋅ fre,N

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 N0

Rd,c Non-cracked concrete [kN] 20,1 24,0 32,4 39,2 62,2 85,4 104,3 124,5 N0

Rd,c Cracked concrete [kN] 14,3 17,1 23,1 28,0 44,3 60,9 74,4 88,7 a) Splitting resistance must only be considered for non-cracked concrete.

Influencing factors



fB,p = 1,00 1,00 1,00 1,00 1,00 1,00 1,00 Influence of embedment depth on combined pull -out and concrete cone resistance

fh,p = hef/hef,typ

Influence of concrete strength on concrete cone resistance



c/c cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/c cr,sp

f1,N = 0,7 + 0,3⋅c/ccr,N ≤ 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3⋅c/ccr,sp ≤ 1

f2,N = 0,5⋅(1 + c/ccr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1


be considered for every edge distance smaller than the critical edge distance.

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s/s cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

s/s cr,sp

f3,N = 0,5⋅(1 + s/scr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f3,sp = 0,5⋅(1 + s/scr,sp) ≤ 1 a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor

must be considered for every anchor spacing.

Influence of embedment depth on concrete cone resistance

fh,N = (hef/hef,typ )1,5


hef [mm] 60 70 80 90 ≥ 100

fre,N = 0,5 + hef/200mm ≤ 1 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1 a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a


SHEAR loading






Design steel resistance V Rd,s


VRd,s

HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 110,3


k = 2


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Design concrete edge resistance V Rd,c = V0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4 ⋅⋅⋅⋅ f hef ⋅⋅⋅⋅ fc

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete V0

Rd,c [kN] 5,9 8,6 11,6 18,7 27,0 36,6 44,5 53,0 Cracked concrete V0

Rd,c [kN] 4,2 6,1 8,2 13,2 19,2 25,9 31,5 37,5 Influencing factors

Influence of concrete strength

Concrete strength designation (ENV 206)

C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60


Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

( )2

2

5,2

sincos

1

+

=V

V

fα

αβ

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50


h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5

f h = h/(1,5 ⋅ c) 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 Influence of anchor spacing and edge distance a) for concrete edge resistance: f 4 f4 = (c/h ef)

1,5 ⋅⋅⋅⋅ (1 + s / [3 ⋅⋅⋅⋅ c]) ⋅⋅⋅⋅ 0,5

c/h ef Single anchor

Group of two anchors s/h ef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31

5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin.

53

Hilti HIT-HY 200

with HIT-V

02 / 2012

14

Influence of embedment depth

hef/d 4 4,5 5 6 7 8 9 10 11

f hef = 0,05 ⋅ (hef / d)1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81 hef/d 12 13 14 15 16 17 18 19 20

f hef = 0,05 ⋅ (hef / d)1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67 Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40


Combined TENSION and SHEAR loading For combined tension and shear loading see section “Anchor Design”. Precalculated values – design resistance values

All data applies to: - non-cracked concrete C 20/25 – fck,cube =25 N/mm² - temperature range I (see service temperature range) - minimum thickness of base material - no effects of dense reinforcement Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - minimum embedment depth


Embedment depth hef = hef,min [mm] 60 60 70 80 90 96 108 120

Base material thickness h = hmin [mm] 90 90 100 116 138 152 168 190


Non-cracked concrete HIT-V 5.8 [kN] 12,0 13,0 16,4 20,1 24,0 26,4 31,5 36,9 HIT-V 8.8 [kN] 13,0 13,0 16,4 20,1 24,0 26,4 31,5 36,9 HIT-V-R [kN] 13,0 13,0 16,4 20,1 24,0 26,4 31,5 36,9 HIT-V-HCR [kN] 13,0 13,0 16,4 20,1 24,0 26,4 31,5 36,9 Cracked concrete

HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,0 6,3 11,7 14,3 17,1 18,8 22,4 26,3

Shear VRd: sing le anchor, no edge effects, without lever arm Non-cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 63,3 75,6 88,5 HIT-V 8.8 [kN] 12,0 18,4 27,2 48,2 57,5 63,3 75,6 88,5 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 63,3 48,3 58,8 HIT-V-HCR [kN] 12,0 18,4 27,2 48,2 57,5 63,3 75,6 88,5 Cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 41,0 45,1 53,9 63,1 HIT-V 8.8 [kN] 12,0 15,1 27,2 34,3 41,0 45,1 53,9 63,1 HIT-V-R [kN] 8,3 12,8 19,2 34,3 41,0 45,1 48,3 58,8 HIT-V-HCR [kN] 12,0 15,1 27,2 34,3 41,0 45,1 53,9 63,1

54

Hilti HIT-HY 200

with HIT-V

02 / 2012

15

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - minimum embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30



Edge distance c = cmin [mm] 40 50 60 80 100 120 135 150

Tensile N Rd: sing le anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 7,1 7,8 9,7 12,8 16,5 20,7 24,2 28,9

Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,0 4,2 8,0 10,7 13,7 16,4 19,5 22,9

Shear VRd: sing le anchor, min. edge distance (c = c min ), without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,5 4,9 6,6 10,2 13,9 17,9 21,5 25,9


Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - minimum embedment depth (load values are valid for single anchor) Anchor size M8 M10 M12 M16 M20 M24 M27 M30



Spacing s = smin [mm] 40 50 60 80 100 120 135 150

Tensile N Rd: doub le anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 7,7 7,9 10,0 12,6 15,4 17,9 21,2 25,0


Shear VRd: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 39,4 44,9 53,5 62,7 HIT-V 8.8 [kN] 12,0 18,4 25,4 32,1 39,4 44,9 53,5 62,7 HIT-V-R [kN] 8,3 12,8 19,2 32,1 39,4 44,9 48,3 58,8 HIT-V-HCR [kN] 12,0 18,4 25,4 32,1 39,4 44,9 53,5 62,7

Cracked concrete

HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 7,2 9,6 16,8 22,9 28,1 32,0 38,2 44,7

55

Hilti HIT-HY 200

with HIT-V

02 / 2012

16

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - typical embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30

Embedment depth hef = hef,typ [mm] 80 90 110 125 170 210 240 270


Tensile N Rd: sing le anchor, no edge effects Non-cracked concrete HIT-V 5.8 [kN] 12,0 19,3 28,0 39,2 62,2 85,4 104,3 124,5 HIT-V 8.8 [kN] 19,3 24,0 32,4 39,2 62,2 85,4 104,3 124,5 HIT-V-R [kN] 13,9 21,9 31,6 39,2 62,2 85,4 80,4 98,3 HIT-V-HCR [kN] 19,3 24,0 32,4 39,2 62,2 85,4 104,3 124,5 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 6,7 9,4 18,4 27,9 44,3 60,9 74,4 88,7


Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - typical embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30




Tensile N Rd: sing le anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 9,6 11,6 15,5 19,9 30,5 41,5 50,5 60,0


Shear VRd: sing le anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,7 5,3 7,3 11,5 17,2 23,6 29,0 34,8


56

Hilti HIT-HY 200

with HIT-V

02 / 2012

17

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - typical embedment depth (load values are valid for single anchor)




Spacing s [mm] 40 50 60 80 100 120 135 150

Tensile N Rd: doub le anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 11,2 13,5 18,1 22,4 35,1 48,1 58,6 69,9


Shear VRd: doub le anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 177,0 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 110,3 Cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 HIT-V 8.8 [kN] 9,4 13,4 26,1 40,7 63,6 86,9 106,0 126,2 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 HIT-V-HCR [kN] 9,4 13,4 26,1 40,7 63,6 70,9 92,0 110,3

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - embedment depth = 12 d a) Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Embedment depth hef = 12 d a) [mm] 96 120 144 192 240 288 324 360



Non-cracked concrete HIT-V 5.8 [kN] 12,0 19,3 28,0 52,7 82,0 118,0 153,3 187,3 HIT-V 8.8 [kN] 19,3 30,7 44,7 74,6 104,3 137,1 163,6 191,6 HIT-V-R [kN] 13,9 21,9 31,6 58,8 92,0 132,1 80,4 98,3 HIT-V-HCR [kN] 19,3 30,7 44,7 74,6 104,3 117,6 152,9 187,1 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 8,0 12,6 24,1 42,9 67,0 96,5 116,6 136,6


a) d = element diameter

57

Hilti HIT-HY 200

with HIT-V

02 / 2012

18

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - embedment depth = 12 d a) Anchor size M8 M10 M12 M16 M20 M24 M27 M30

Embedment depth hef = 12 d a) [mm] 96 120 144 192 240 288 324 360



Tensile N Rd: sing le anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 [kN] 11,8 16,5 21,7 33,4 46,7 61.3 73.2 85,7 HIT-V 8.8 [kN] 11,8 16,5 21,7 33,4 46,7 61.3 73.2 85,7 HIT-V-R [kN] 11,8 16,5 21,7 33,4 46,7 61.3 73.2 85,7 HIT-V-HCR [kN] 11,8 16,5 21,7 33,4 46,7 61.3 73.2 85,7 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 4,2 6,5 12,5 22,2 34,7 48,9 58,4 68,4

Shear VRd: sing le anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,9 5,7 7,8 12,9 18,9 25,9 31,8 38,1


a) d = element diameter Design resistance: concrete C 20/25 – fck,cube = 25 N/mm² - embedment depth = 12 d a) (load values are valid for single anchor) Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Embedment depth hef = 12 d a) [mm] 96 120 144 192 240 288 324 360


Spacing s=smin [mm] 40 50 60 80 100 120 135 150

Tensile N Rd: doub le anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 [kN] 12,0 19,3 26,5 40,8 57,0 74,9 89,4 104,6 HIT-V 8.8 [kN] 14,4 20,1 26,5 40,8 57,0 74,9 89,4 104,6 HIT-V-R [kN] 13,9 20,1 26,5 40,8 57,0 74,9 80,4 98,3 HIT-V-HCR [kN] 14,4 20,1 26,5 40,8 57,0 74,9 89,4 104,6 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,5 8,5 15,4 26,5 40,1 55,7 66,4 77,8

Shear VRd: doub le anchor, no edge effects, min. spacing (s = s min ) , without lever arm Non-cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 110,3 Cracked concrete HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 HIT-V 8.8 [kN] 11,0 17,2 27,2 50,4 78,4 112,8 147,2 179,2 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 HIT-V-HCR [kN] 11,0 17,2 27,2 50,4 78,4 70,9 92,0 110,3


58

Hilti HIT-HY 200

with HIT-V

02 / 2012

19

Precalculated values – reco mmended l oad values All data applies to: - non-cracked concrete C 20/25 – fck,cube =25 N/mm² - temperature range I (see service temperature range) - minimum thickness of base material - no effects of dense reinforcement Recommended loads: concrete C 20/25 - minimum embedment depth





Non-cracked concrete HIT-V 5.8 [kN] 8,6 9,3 11,7 14,3 17,1 18,8 22,5 26,3 HIT-V 8.8 [kN] 9,3 9,3 11,7 14,3 17,1 18,8 22,5 26,3 HIT-V-R [kN] 9,3 9,3 11,7 14,3 17,1 18,8 22,5 26,3 HIT-V-HCR [kN] 9,3 9,3 11,7 14,3 17,1 18,8 22,5 26,3 Cracked concrete

HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,6 4,5 8,4 10,2 12,2 13,4 16,0 18,8

Shear V rec: single anchor, no edge effects, without lever arm Non-cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 45,2 54,0 63,2 HIT-V 8.8 [kN] 8,6 13,1 19,4 34,4 41,1 45,2 54,0 63,2 HIT-V-R [kN] 6,0 9,2 13,7 25,2 39,4 45,2 34,5 42,0 HIT-V-HCR [kN] 8,6 13,1 19,4 34,4 41,1 45,2 54,0 63,2 Cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 29,3 32,2 38,5 45,1 HIT-V 8.8 [kN] 8,6 10,8 19,4 24,5 29,3 32,2 38,5 45,1 HIT-V-R [kN] 6,0 9,2 13,7 24,5 29,3 32,2 34,5 42,0 HIT-V-HCR [kN] 8,6 10,8 19,4 24,5 29,3 32,2 38,5 45,1

Recommended loads: concrete C 20/25 - minimum embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30




Tensile N rec: sin gle anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,1 5,6 6,9 9,2 11,8 14,8 17,3 20,6

Cracked concrete

HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 2,2 3,0 5,7 7,7 9,8 11,7 14,0 16,4

Shear V rec: single anchor, min. edge distance (c = c min ), without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 2,5 3,5 4,7 7,3 9,9 12,8 15,4 18,5


59

Hilti HIT-HY 200

with HIT-V

02 / 2012

20

Recommended loads: concrete C 20/25 - minimum embedment depth (load values are valid for single anchor)




Spacing s = smin [mm] 40 50 60 80 100 120 135 150

Tensile N rec: dou ble anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,5 5,7 7,1 9,0 11,1 12,8 15,2 17,9


Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 28,1 32,0 38,2 44,8 HIT-V 8.8 [kN] 8,6 13,1 18,1 22,9 28,1 32,0 38,2 44,8 HIT-V-R [kN] 6,0 9,2 13,7 22,9 28,1 32,0 34,5 42,0 HIT-V-HCR [kN] 8,6 13,1 18,1 22,9 28,1 32,0 38,2 44,8 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,1 6,9 12,0 16,4 20,1 22,8 27,3 31,9

Recommended loads: concrete C 20/25 - typical embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30



Tensile N rec: sin gle anchor, no edge effects Non-cracked concrete HIT-V 5.8 [kN] 8,6 13,8 20,0 28,0 44,4 61,0 74,5 88,9 HIT-V 8.8 [kN] 13,8 17,1 23,1 28,0 44,4 61,0 74,5 88,9 HIT-V-R [kN] 9,9 15,7 22,5 28,0 44,4 61,0 57,4 70,2 HIT-V-HCR [kN] 13,8 17,1 23,1 28,0 44,4 61,0 74,5 88,9 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 4,8 6,7 13,2 19,9 31,7 43,5 53,1 63,4



60

Hilti HIT-HY 200

with HIT-V

02 / 2012

21

Recommended loads: concrete C 20/25 - typical embedment depth Anchor size M8 M10 M12 M16 M20 M24 M27 M30




Tensile N rec: sin gle anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 6,8 8,3 11,1 14,1 21,8 29,6 36,0 42,9


Shear V rec: single anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 2,7 3,8 5,2 8,2 12,3 16,9 20,7 24,9


Recommended loads: concrete C 20/25 - typical embedment depth (load values are valid for single anchor) Anchor size M8 M10 M12 M16 M20 M24 M27 M30



Spacing s [mm] 40 50 60 80 100 120 135 150

Tensile N rec: dou ble anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 8,0 9,6 13,0 16,0 25,1 34,3 41,9 49,9


Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0 HIT-V 8.8 [kN] 8,6 13,1 19,4 36,0 56,0 80,6 105,1 126,4 HIT-V-R [kN] 6,0 9,2 13,7 25,2 39,4 56,8 34,5 42,0 HIT-V-HCR [kN] 8,6 13,1 19,4 36,0 56,0 50,6 65,7 78,8 Cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0 HIT-V 8.8 [kN] 6,7 9,6 18,7 29,0 45,4 62,1 75,7 90,1 HIT-V-R [kN] 6,0 9,2 13,7 25,2 39,4 56,8 34,5 42,0 HIT-V-HCR [kN] 6,7 9,6 18,7 29,0 45,4 50,6 65,7 78,8


61

Hilti HIT-HY 200

with HIT-V

02 / 2012

22

Recommended load s: concrete C 20/25 - embedment depth = 12 d a) Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Embedment depth hef = 12 d a) [mm] 96 120 144 192 240 288 324 360



Non-cracked concrete HIT-V 5.8 [kN] 8,6 13,8 20,0 37,6 58,6 84,3 109,5 133,8 HIT-V 8.8 [kN] 13,8 21,9 31,9 53,3 74,5 97,9 116,9 136,9 HIT-V-R [kN] 9,9 15,7 22,5 42,0 65,7 94,3 57,4 70,2 HIT-V-HCR [kN] 13,8 21,9 31,9 53,3 74,5 84,0 109,2 133,7 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 5,7 9,0 17,2 30,6 47,9 68,9 83,3 97,6



Recommended loads: concrete C 20/25 - embedment depth = 12 d a) Anchor size M8 M10 M12 M16 M20 M24 M27 M30

Embedment depth hef = 12 d a) [mm] 96 120 144 192 240 288 324 360



Tensile N rec: sin gle anchor, min. edge distance (c = c min ) Non-cracked concrete HIT-V 5.8 [kN] 8,5 11,8 15,5 23,8 33,3 43,8 52,3 61,2 HIT-V 8.8 [kN] 8,5 11,8 15,5 23,8 33,3 43,8 52,3 61,2 HIT-V-R [kN] 8,5 11,8 15,5 23,8 33,3 43,8 52,3 61,2 HIT-V-HCR [kN] 8,5 11,8 15,5 23,8 33,3 43,8 52,3 61,2 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,0 4,6 8,9 15,8 24,8 34,9 41,7 48,8

Shear V rec: single anchor, min. edge distance (c = c min ) , without lever arm Non-cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 2,8 4,1 5,6 9,2 13,5 18,5 22,7 27,2



62

Hilti HIT-HY 200

with HIT-V

02 / 2012

23

Recommended loads: concrete C 20/25 - embedment depth = 12 d a) (load values are valid for single anchor)




Spacing s [mm] 40 50 60 80 100 120 135 150

Tensile N rec: dou ble anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete HIT-V 5.8 [kN] 8,6 13,8 18,9 29,1 40,7 53,5 63,8 74,7 HIT-V 8.8 10,3 14,4 18,9 29,1 40,7 53,5 63,8 74,7 HIT-V-R 9,9 14,4 18,9 29,1 40,7 53,5 57,4 70,2 HIT-V-HCR 10,3 14,4 18,9 29,1 40,7 53,5 63,8 74,7 Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR [kN] 3,9 6,1 11,0 18,9 28,6 39,8 47,4 55,6

Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0 HIT-V 8.8 [kN] 8,6 13,1 19,4 36,0 56,0 80,6 105,1 128,0 HIT-V-R [kN] 6,0 9,2 13,7 25,2 39,4 56,8 34,5 42,0 HIT-V-HCR [kN] 8,6 13,1 19,4 36,0 56,0 50,6 65,7 78,8 Cracked concrete HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0 HIT-V 8.8 [kN] 7,9 12,3 19,4 36,0 56,0 80,6 105,1 128,0 HIT-V-R [kN] 6,0 9,2 13,7 25,2 39,4 56,8 34,5 42,0 HIT-V-HCR [kN] 7,9 12,3 19,4 36,0 56,0 50,6 65,7 78,8


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Hilti HIT-HY 200 with HIS-(R)N


Hilti HIT- HY 200-A 330 ml foil pack (also available as 500 ml)

- Suitable for cracked and non-cracked concrete C 20/25 to C 50/60.


- High loading capacity, excellent handling, and fast curing

- Small edge distance and anchor spacing possible

- Corrosion resistant - In service temperature range up

to 120°C short term/72°C long term

- Manual cleaning for anchor size M8 and M10

- Two mortar (A and R) versions available with different curing times and same performance

Hilti HIT- HY 200-R 330 ml foil pack (also available as 500 ml)

Static mixer

Internal threaded sleeve HIS-N HIS-RN


Small edge distance

and spacing



CE conformity

Hilti PROFIS design software





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Basic loading dat a (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long ter m/short term base material temperature: +24°C/40°C) - Installation temperature range -10°C to +40°C Embedment depth and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, desi gn resistance, recommended loads. Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Embedment depth hef [mm] 90 110 125 170 205 Base material thickness h [mm] 120 150 170 230 270

Mean ultimate resistance : concrete C 20/25 , anchor HIS -N with screw 8.8 Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Non cracked concrete

Tensile NRu,m HIS-N [kN] 26,3 48,3 70,4 123,9 114,5

Shear VRu,m HIS-N [kN] 13,7 24,2 41,0 62,0 57,8

Cracked concrete



Characteristic resistance: concrete C 20/25 , anchor HIS -N with screw 8.8

Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Non cracked concrete

Tensile NRk HIS-N [kN] 25,0 46,0 67,0 111,9 109,0

Shear VRk HIS-N [kN] 13,0 23,0 39,0 59,0 55,0

Cracked concrete


Shear VRu,m HIS-N [kN] 13,0 23,0 39,0 59,0 55,0 Design resistance: concrete C 20/25 , anchor HIS -N with screw 8.8

Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Cracked concrete

Tensile NRd HIS-N [kN] 17,5 30,7 44,7 74,6 74,1

Shear VRd HIS-N [kN] 10,4 18,4 26,0 39,3 36,7




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Recommended loads a): concrete C 20/25 , anchor HIS -N with screw 8.8 Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Non cracked concrete

Tensile Nrec HIS-N [kN] 12,5 27,9 31,9 53,3 53,0

Shear Vrec HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

Cracked concrete


Shear VRu,m HIS-N [kN] 7,4 13,1 18,6 28,1 26,2 a) With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of

loading and shall be taken from national regulations. Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.






Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIS -(R)N

Anchor size M8x90 M10x110 M12x125 M16x170 M20x205

Nominal tensile strength fuk

HIS-N [N/mm²] 490 460 460 460 460

Screw 8.8 [N/mm²] 800 800 800 800 800

HIS-RN [N/mm²] 700 700 700 700 700

Screw A4-70 [N/mm²] 700 700 700 700 700

Yield strength fyk

HIS-N [N/mm²] 410 375 375 375 375

Screw 8.8 [N/mm²] 640 640 640 640 640

HIS-RN [N/mm²] 350 350 350 350 350

Screw A4-70 [N/mm²] 450 450 450 450 450


HIS-(R)N [mm²] 51,5 108,0 169,1 256,1 237,6

Screw [mm²] 36,6 58 84,3 157 245


HIS-(R)N [mm³] 145 430 840 1595 1543

Screw [mm³] 31,2 62,3 109 277 541

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Material quality Part Material

Internal threaded sleeve a)

HIS-N C-steel 1.0718, Steel galvanized ≥ 5µm

Internal threaded sleeve b) HIS-RN Stainless steel 1.4401 and 1.4571

a) related fastening screw: strength class 8.8, A5 > 8% Ductile steel galvanized ≥ 5µm

b) related fastening screw: strength class 70, A5 > 8% Ductile stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362

Anchor dimensions

Anchor size Internal threaded sleeve HIS-N / HIS-RN

M8x90 M10x110 M12x125 M16x170 M20x205

Embedment depth hef [mm] 90 110 125 170 205 Setting installation equipment Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Rotary hammer TE 2 – TE 16 TE 40 – TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser

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Setting instruction Bore hole drilling







Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust.



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Discard initial adhesive. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack, 4 strokes for 500 ml foil pack ≤ 5°C.




Overhead installation. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure.

Setting the element



Loading the anchor: After required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.


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Working time, curing time

Temperature of the

base material



can be fully loaded t cure -10 °C to -5 °C 3 hour 20 hour -4 °C to 0 °C 2 hour 7 hour 1 °C to 5 °C 1 hour 3 hour


Temperature




can be fully loaded t cure -10 °C to -5 °C 1,5 hour 7 hour -4 °C to 0 °C 50 min 4 hour 1 °C to 5 °C 25 min 2 hour


Setting details

d 0

hS

d f

Bore hole depth h0 = Embedment depth hef

d

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Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Nominal diameter of drill bit d0 [mm] 14 18 22 28 32

Diameter of element d [mm] 12,5 16,5 20,5 25,4 27,6

Effective anchorage and drill hole depth hef [mm] 90 110 125 170 205

Minimum base material thickness hmin [mm] 120 150 170 230 270

Diameter of clearance hole in the fixture df [mm] 9 12 14 18 22

Thread engagement length; min - max

hs [mm] 8-20 10-25 12-30 16-40 20-50

Torque moment a) Tmax [Nm] 10 20 40 80 150



Critical spacing for splitting failure


Critical edge distance for splitting failure b) ccr,sp [mm]

1,0 ⋅⋅⋅⋅ hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3:

2,26 hef for h / hef ≤ 1,3:

Critical spacing for concrete cone failure scr,N [mm] 2 ccr,N

Critical edge distance for concrete cone failure c)

ccr,N [mm] 1,5 hef


a) Maximum recommended torque moment to avoid splitting failure during installation with minimum spacing and/or edge distance.

b) h: base material thickness (h ≥ hmin), hef: embedment depth

c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the safe side.

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TENSION loading









Design steel resistance N Rd,s


NRd,s HIS-N with screw 8.8 [kN] 17,5 30,7 44,7 80,3 74,1 HIS-RN with screw A4-70 [kN] 13,9 21,9 31,6 58,8 69,2



Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Embedment depth h ef [mm] 90 110 125 170 205 Non cracked concrete N0



Rd,p Temperature range III [kN] 22,4 36,1 51,0 85,9 112,6 Cracked concrete N0



Rd,p Temperature range III [kN] 11,8 19,0 26,8 45,2 59,3

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Design concrete cone resistance N Rd,c = N0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,N ⋅⋅⋅⋅ f2,N ⋅⋅⋅⋅ f3,N ⋅⋅⋅⋅ fh,N ⋅⋅⋅⋅ fre,N

Design splitting resistance a) NRd,sp = N0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,sp ⋅⋅⋅⋅ f2,sp ⋅⋅⋅⋅ f3,sp ⋅⋅⋅⋅ f h,N ⋅⋅⋅⋅ fre,N

Anchor size M8 M10 M12 M16 M20 Non cracked concrete N0

Rd,c [kN] 28,7 38,8 47,1 74,6 98,8 Cracked concrete N0

Rd,c [kN] 20,5 27,7 33,5 53,2 70,4 a) Splitting resistance must only be considered for non-cracked concrete. Influencing factors



fB,p = (fck,cube/25N/mm²)0,10 a) fB,p = 1 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull -out and concrete cone resistance

fh,p = 1

Influence of concrete strength on concrete cone resistance



c/c cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/c cr,sp

f1,N = 0,7 + 0,3⋅c/ccr,N ≤ 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3⋅c/ccr,sp ≤ 1

f2,N = 0,5⋅(1 + c/ccr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1


be considered for every edge distance smaller than the critical edge distance. Influence of anchor spacing a)

s/s cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

s/s cr,sp

f3,N = 0,5⋅(1 + s/scr,N) ≤ 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f3,sp = 0,5⋅(1 + s/scr,sp) ≤ 1 a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor must

be considered for every anchor spacing. Influence of embedment depth on concrete cone resistance

fh,N = 1

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hef [mm] 40 50 60 70 80 90 ≥ 100

fre,N = 0,5 + hef/200mm ≤ 1 0,7 a) 0,75 a) 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1 a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a


SHEAR loading






Design steel resistance V Rd,s Anchor size M8x90 M10x110 M12x125 M16x170 M20x205

VRd,s HIS-N with screw 8.8 [kN] 10,4 18,4 26,0 39,3 36,7 HIS-RN with screw A4-70 [kN] 8,3 12,8 19,2 35,3 41,5


k = 2


Design concrete edge resistance V Rd,c = V0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4 ⋅⋅⋅⋅ f hef ⋅⋅⋅⋅ fc

Anchor size M8 M10 M12 M16 M20 Non-cracked concrete V0

Rd,c [kN] 12,4 19,6 28,2 40,2 46,2 Cracked concrete V0

Rd,c [kN] 8,8 13,9 20,0 28,5 32,7 Influencing factors



fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length

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Influence of angle between load applied and the direction perpendicular to the free edge

Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

( )2

2

5,2

sincos

1

+

=V

V

fα

αβ

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50


h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5

f h = h/(1,5 ⋅ c) 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 Influence of anchor spacing and edge distance a) for concrete edge resistance: f 4 f4 = (c/h ef)

1,5 ⋅⋅⋅⋅ (1 + s / [3 ⋅⋅⋅⋅ c]) ⋅⋅⋅⋅ 0,5


Group of two anchors s/h ef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31

5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin. Influence of embedment depth


f hef = 1,38 1,21 1,04 1,22 1,45 Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40


Combined TENSION and SHEAR loading For combined tension and shear loading see section “Anchor Design”.

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Precalculated values – design resistance values All data applies to: - non-cracked concrete C 20/25 – fck,cube =25 N/mm² - temperature range I (see service temperature range) - minimum thickness of base material - no effects of dense reinforcement Design resistance: non -cracked - concrete C 20/25


Embedment depth hef [mm] 90 110 125 170 205

Base material thickness h = hmin [mm] 120 150 170 230 270

Tensile N Rd: sing le anchor, no edge effects Non-cracked concrete

HIS-N [kN] 17,5 30,7 44,7 74,6 74,1

HIS-RN [kN] 13,9 21,9 31,6 58,8 69,2

Cracked concrete

HIS-N [kN] 16,5 26,6 33,5 53,2 70,4

HIS-RN [kN] 13,9 21,9 31,6 53,2 69,2


HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

Cracked concrete

HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

Design resistance: non-cracked- concrete C 20/25




Edge distance c = cmin [mm] 40 45 55 65 90


HIS-N [kN] 13,1 17,5 21,6 33,1 44,9

HIS-RN [kN] 13,1 17,5 21,6 33,1 44,9

Cracked concrete

HIS-N [kN] 8,4 13,2 17,1 25,9 35,9

HIS-RN [kN] 8,4 13,2 17,1 25,9 35,9

Shear VRd: sing le anchor, min. edge distance (c = c min ), without lever arm Non-cracked concrete

HIS-N [kN] 4,2 5,5 7,6 10,8 17,2

HIS-RN [kN] 4,2 5,5 7,6 10,8 17,2

Cracked concrete

HIS-N [kN] 3,0 3,9 5,4 7,7 12,2

HIS-RN [kN] 3,0 3,9 5,4 7,7 12,2

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Design resistance: non-cracked- concrete C 20/25




Spacing s = smin [mm] 40 45 55 65 90

Tensile N Rd: doub le anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete

HIS-N [kN] 15,8 21,3 25,9 40,6 54,3

HIS-RN [kN] 13,9 21,3 25,9 40,6 54,3

Cracked concrete

HIS-N [kN] 10,1 15,4 19,2 30,0 40,4

HIS-RN [kN] 10,1 15,4 19,2 30,0 40,4

Shear VRd: doub le anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete

HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

Cracked concrete

HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

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Recommended load values All data applies to: - non-cracked concrete C 20/25 – fck,cube =25 N/mm² - temperature range I (see Service temperature range) - minimum thickness of base material - no effects of dense reinforcement Recommended loads: non -cracked - concrete C 20/25




Tensile N rec: sin gle anchor, no edge effects Non-cracked concrete

HIS-N [kN] 12,5 21,9 31,9 53,3 53,0

HIS-RN [kN] 9,9 15,7 22,5 42,0 49,4

Cracked concrete

HIS-N [kN] 11,8 19,0 24,0 38,0 50,3

HIS-RN [kN] 9,9 15,7 22,5 38,0 49,4


HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

HIS-RN [kN] 6,0 9,2 13,7 25,2 29,6

Cracked concrete

HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

HIS-RN [kN] 6,0 9,2 13,7 25,2 29,6

Recomm ended loads: non-cracked- concrete C 20/25




Edge distance c = cmin [mm] 40 45 55 65 90


HIS-N [kN] 9,4 12,5 15,4 23,6 32,1

HIS-RN [kN] 9,4 12,5 15,4 23,6 32,1

Cracked concrete

HIS-N [kN] 6,0 9,5 12,2 18,5 25,6

HIS-RN [kN] 6,0 9,5 12,2 18,5 25,6

Shear V rec: single anchor, min. edge distance (c = c min ), without lever arm Non-cracked concrete

HIS-N [kN] 3,0 3,9 5,5 7,7 12,3

HIS-RN [kN] 3,0 3,9 5,5 7,7 12,3

Cracked concrete

HIS-N [kN] 2,1 2,8 3,9 5,5 8,7

HIS-RN [kN] 2,1 2,8 3,9 5,5 8,7

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Recommended loads: non-cracked- concrete C 20/25




Spacing s = smin [mm] 40 45 55 65 90

Tensile N rec: dou ble anchor, no edge effects, min. spacing (s = s min ) Non-cracked concrete

HIS-N [kN] 11,3 15,2 18,5 29,0 38,8

HIS-RN [kN] 9,9 15,2 18,5 29,0 38,8

Cracked concrete

HIS-N [kN] 7,2 11,0 13,7 21,4 28,8

HIS-RN [kN] 7,2 11,0 13,7 21,4 28,8

Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non-cracked concrete

HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

HIS-RN [kN] 6,0 9,2 13,7 25,2 29,6

Cracked concrete

HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

HIS-RN [kN] 6,0 9,2 13,7 25,2 29,6


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Hilti HIT-HY 200 with rebar


Hilti HIT- HY 200-A 330 ml foil pack (also available as 500 ml)

- suitable for cracked and non-cracked concrete C 20/25 to C 50/60.

- suitable for dry and water saturated concrete

- high loading capacity, excellent handling

- HY 200-R version with extended curing time for rebar applications

- small edge distance and anchor spacing possible

- large diameter applications - in service temperature range up

to 120°C short term/72°C long term

- manual cleaning for anchor size Ø8 to Ø16 and embedment depth hef ≤ 10d for non-cracked concrete

- embedment depth range: from 60 ... 160 mm for Ø8 to 128 ... 640 mm for Ø32

- two mortar (A and R) versions available with different curing times and same performance

Hilti HIT- HY 200-R 330 ml foil pack (also available as 500 ml)

Static mixer

rebar BSt 500 S


Small edge distance

and spacing

Variable embedment

depth


CE conformity

Hilti PROFIS design software





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Basic loading dat a (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long ter m/short term base material temperature: +24°C/40°C) - Installation temperature range +5°C to +40°C Embedment depth a) and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, desi gn resistance, recommended loads. Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Typical embedment depth [mm] 80 90 110 125 145 170 210 270 300 Base material thickness [mm] 110 120 145 165 185 220 275 340 380

a) The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.

Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500S Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Non cracked concrete Tensile NRu,m BSt 500 S [kN] 29,4 45,0 65,1 87,6 116,1 148,6 204,0 297,4 348,4 Shear VRu,m BSt 500 S [kN] 14,7 23,1 32,6 44,1 57,8 90,3 141,8 177,5 232,1 Cracked concrete Tensile NRu,m BSt 500 S [kN] - 18,8 38,5 51,1 67,7 99,3 145,4 212,0 248,3 Shear VRu,m BSt 500 S [kN] - 23,1 32,6 44,1 57,8 90,3 141,8 177,5 232,1

Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Non cracked concrete Tensile NRk BSt 500 S [kN] 24,1 33,9 49,8 66,0 87,5 111,9 153,7 224,0 262,4 Shear VRk BSt 500 S [kN] 14,0 22,0 31,0 42,0 55,0 86,0 135,0 169,0 221,0 Cracked concrete Tensile NRk BSt 500 S [kN] - 14,1 29,0 38,5 51,0 74,8 109,6 159,7 187,1 Shear VRk BSt 500 S [kN] - 22,0 31,0 42,0 55,0 86,0 135,0 169,0 221,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Non cracked concrete Tensile NRd BSt 500 S [kN] 16,1 22,6 33,2 44,0 58,3 74,6 102,5 149,4 174,9 Shear VRd BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 Cracked concrete Tensile NRd BSt 500 S [kN] - 9,4 19,4 25,7 34,0 49,8 73,0 106,5 124,7 Shear VRd BSt 500 S [kN] - 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3

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Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Non cracked concrete Tensile Nrec BSt 500 S [kN] 11,5 16,2 23,7 31,4 41,6 53,3 73,2 106,7 125,0 Shear Vrec BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete Tensile Nrec BSt 500 S [kN] - 6,7 13,8 18,3 24,3 35,6 52,2 76,1 89,1 Shear Vrec BSt 500 S [kN] - 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2


Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.






Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials

Mechanical properties of rebar BSt 500S Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Nominal tensile strength fuk

BSt 500 S [N/mm²] 550 550 550 550 550 550 550 550 550

Yield strength fyk

BSt 500 S [N/mm²] 500 500 500 500 500 500 500 500 500


BSt 500 S [mm²] 50,3 78,5 113,1 153,9 201,1 314,2 490,9 615,8 804,2


BSt 500 S [mm³] 50,3 98,2 169,6 269,4 402,1 785,4 1534 2155 3217

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Material quality Part Material rebar BSt 500 S

Geometry and mechanical properties according to DIN 488-2:1986 or E DIN 488-2:2006

Setting

Installation equipment Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Rotary hammer TE 2 – TE 16 TE 40 – TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser

Setting instruction

Bore hole drilling






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Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.









Overhead installation and installation with embedment depth hef > 250mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure.

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Setting the element



Loading the anchor: After required curing time tcure the anchor can be loaded.


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Working time, curing time

Temperature of the

base material



can be loaded t cure -10 °C to -5 °C 3 hour 20 hour -4 °C to 0 °C 2 hour 7 hour 1 °C to 5 °C 1 hour 3 hour


Temperature of the

base material



can be loaded t cure -10 °C to -5 °C 1,5 hour 7 hour -4 °C to 0 °C 50 min 4 hour 1 °C to 5 °C 25 min 2 hour


Setting details

d 0

Bore hole depth h0 = embedment depth hef

Thickness of concrete member h

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Setting details Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Nominal diameter of drill bit d0 [mm]

12 (10)a)

14 (12)a)

16 (14)a) 18 20 25 32 35 40

Effective anchorage and drill hole depth range b)

hef,min [mm] 60 60 70 75 80 90 100 112 128

hef,max [mm] 160 200 240 280 320 400 500 560 640


hmin [mm] hef + 30 mm hef + 2 d0

Minimum spacing smin [mm] 40 50 60 70 80 100 125 140 160

Minimum edge distance

cmin [mm] 40 50 60 70 80 100 125 140 160

Critical spacing for splitting failure scr,sp 2 ccr,sp

Critical edge distance for splitting failure c) ccr,sp [mm]

1,0 ⋅⋅⋅⋅ hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3:

2,26 hef for h / hef ≤ 1,3:

Critical spacing for concrete cone failure scr,N 2 ccr,N

Critical edge distance for concrete cone failure d)

ccr,N 1,5 hef

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.

a) both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth)

c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond

resistance. The simplified formula given in this table is on the save side.

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Tension loading









Design steel resistance N Rd,s Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 NRd,s BSt 500 S [kN] 20,0 30,7 44,3 60,7 79,3 123,6 192,9 242,1 315,7

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Rd,p ⋅⋅⋅⋅ fB,p ⋅⋅⋅⋅ f1,N ⋅⋅⋅⋅ f2,N ⋅⋅⋅⋅ f3,N ⋅⋅⋅⋅ fh,p ⋅⋅⋅⋅ fre,N Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Typical embedment depth hef,typ [mm] 80 90 110 125 145 170 210 270 300

Non cracked concrete N0

Rd,p Temperature range I [kN] 16,1 22,6 33,2 44,0 58,3 85,5 131,9 190,0 241,3 N0

Rd,p Temperature range II [kN] 13,4 18,8 27,6 36,7 48,6 71,2 110,0 158,3 201,1 N0

Rd,p Temperature range III [kN] 11,4 16,0 23,5 31,2 41,3 60,5 93,5 134,6 170,9 Cracked concrete N0

Rd,p Temperature range I [kN] - 9,4 19,4 25,7 34,0 49,8 77,0 110,8 140,7 N0

Rd,p Temperature range II [kN] - 7,5 15,2 20,2 26,7 39,2 60,5 87,1 110,6 N0

Rd,p Temperature range III [kN] - 6,6 13,8 18,3 24,3 35,6 55,0 79,2 100,5 Design concrete cone resistance N Rd,c = N0


Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ f1,sp ⋅⋅⋅⋅ f2,sp ⋅⋅⋅⋅ f3,sp ⋅⋅⋅⋅ f h,N ⋅⋅⋅⋅ fre,N Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-0 6 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 N0

Rd,c Non cracked concrete [kN] 24,1 28,7 38,8 47,1 58,8 74,6 102,5 149,4 174,9 N0

Rd,c Cracked concrete [kN] - 20,5 27,7 33,5 41,9 53,2 73,0 106,5 124,7

a) Splitting resistance must only be considered for non-cracked concrete Influencing factors



fB,p = (fck,cube/25N/mm²)0,1 a) 1 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull -out and concrete cone resistance

fh,p = hef/hef,typ

Influence of concrete strength on concrete cone resistanc e


fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length

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Influence of edge distance a)

c/c cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/c cr,sp

f1,N = 0,7 + 0,3⋅c/ccr,N 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3⋅c/ccr,sp

f2,N = 0,5⋅(1 + c/ccr,N) 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f2,sp = 0,5⋅(1 + c/ccr,sp) a) The the edge distance shall not be smaller than the minimum edge distance cmin given in the table with the

setting details. These influencing factors must be considered for every edge distance smaller than the critical edge distance.


s/s cr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

s/s cr,sp

f3,N = 0,5⋅(1 + s/scr,N) 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f3,sp = 0,5⋅(1 + s/scr,sp) a) The anchor spacing shall not be smaller than the minimum anchor spacing smin given in the table with the

setting details. This influencing factor must be considered for every anchor spacing. Influence of embedment depth on concrete cone resistance

fh,N = (hef/hef,typ )1,5


hef [mm] 60 70 80 90 ≥ 100

fre,N = 0,5 + hef/200mm ≤ 1 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1 a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a

spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre = 1 may be applied.

Shear loading






Design steel resistance V Rd,s Data according ETA-11/0493 and ETA-12/0084, issue 20 12-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 VRd,s BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3

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k = 2


Design concrete edge resistance V Rd,c = V0

Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4 ⋅⋅⋅⋅ f hef ⋅⋅⋅⋅ fc Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06

Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Non-cracked concrete V0

Rd,c [kN] 5,9 8,6 11,6 15,0 18,7 27,0 39,2 47,3 59,0 Cracked concrete V0

Rd,c [kN] - 6,1 8,2 10,6 13,2 19,2 27,7 33,5 41,8 Influencing factors




Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50


h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5

f h = h/(1,5 ⋅ c) 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00

( )2

2

5,2

sincos

1

+

=V

V

fα

αβ

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Influence of anchor spacing and edge distance a) for concrete edge resistance: f 4 f4 = (c/hef)1,5 ⋅⋅⋅⋅ (1 + s / [3 ⋅⋅⋅⋅ c]) ⋅⋅⋅⋅ 0,5


Group of two anchors s/h ef

0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31

5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin. Influence of embedment depth

hef/d 4 4,5 5 6 7 8 9 10 11

f hef = 0,05 ⋅ (hef / d)1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81

hef/d 12 13 14 15 16 17 18 19 20

f hef = 0,05 ⋅ (hef / d)1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67 Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40


Combined tension and shear loading For combined tension and shear loading see section “Anchor Design”.

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Precalculated values

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272

Tensile N Rd: single anchor, no edge effects

Non cracked concrete BSt 500 S [kN] 12,1 15,1 20,6 25,9 31,7 44,3 61,8 73,3 89,6 Cracked concrete BSt 500 S [kN] - 6,3 12,7 17,2 22,5 31,5 44,1 52,3 63,9

Shear VRd: single anchor, no edge effects, without lever arm Non cracked concrete BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 Cracked concrete BSt 500 S [kN] - 12,6 20,7 28,0 36,7 57,3 88,2 104,5 127,7

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150

Tensile N Rd: single anchor, min. edge distance (c = c min ) Non cracked concrete BSt 500 S [kN] 7,3 9,4 12,0 16,0 20,4 27,9 37,2 43,7 50,4 Cracked concrete BSt 500 S [kN] - 4,2 8,5 12,6 17,3 23,7 31,0 36,6 41,6

Shear VRd: single anchor, min. edge distance (c = c min ) , without lever arm Non cracked concrete BSt 500 S [kN] 3,5 4,9 6,7 10,3 13,7 19,3 25,2 30,2 32,0 Cracked concrete BSt 500 S [kN] - 3,5 4,7 7,3 9,7 13,6 17,8 21,4 22,7

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 150

Tensile N Rd: double anchor, no edge effects, min. spacing (s = s min ) Non cracked concrete BSt 500 S [kN] 7,9 9,5 12,4 16,0 19,9 27,5 37,8 44,6 53,3 Cracked concrete BSt 500 S [kN] - 4,5 8,4 11,6 15,2 21,0 28,7 33,9 40,2

Shear VRd: double anchor, no edge effects, min. spacing (s = s min ) , without lever arm Non cracked concrete BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 80,4 95,1 112,9 Cracked concrete BSt 500 S [kN] - 8,0 16,2 22,7 30,3 42,1 57,3 67,8 80,5

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380



Shear VRd: single anchor, no edge effects, without lever arm Non cracked concrete BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 cracked concrete BSt 500 S [kN] - 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150


Shear VRd: single anchor, min. edge distance (c = c min ) , without lever arm Non cracked concrete BSt 500 S [kN] 3,7 5,3 7,3 11,2 15,8 21,5 27,5 34,3 36,5 Cracked concrete BSt 500 S [kN] - 3,8 5,2 7,9 11,2 15,2 19,5 24,3 25,8

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 150



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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464



Shear VRd: single anchor, no edge effects, without lever arm Non cracked BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 Cracked concrete BSt 500 S [kN] - 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150


Shear VRd: single anchor, min. edge distance (c = c min ) , without lever arm Non cracked and cracked concrete BSt 500 S [kN] 3,9 5,7 7,8 12,0 16,9 23,6 30,5 36,7 39,6 Cracked concrete BSt 500 S [kN] - 4,0 5,5 8,5 12,0 16,7 21,6 26,0 28,1

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 150



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Precalculated values

Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272

Tensile N rec: single anchor, no edge effects


Shear V rec: single anchor, no edge effects, without lever arm Non cracked concrete BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete BSt 500 S [kN] - 9,0 14,8 20,0 26,2 41,0 63,0 74,7 91,2

Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150

Tensile N rec: single anchor, min. edge distance (c = c min ) Non cracked concrete BSt 500 S [kN] 5,2 6,7 8,6 11,4 14,5 19,9 26,5 31,2 36,0 Cracked concrete BSt 500 S [kN] - 3,0 6,1 9,0 12,4 16,9 22,2 26,2 29,7

Shear V rec: single anchor, min. edge distance (c = c min ) , without lever arm Non cracked concrete BSt 500 S [kN] 2,5 3,5 4,8 7,3 9,8 13,8 18,0 21,5 22,9 Cracked concrete BSt 500 S [kN] - 2,5 3,4 5,2 6,9 9,7 12,7 15,3 16,2

Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,1 = [mm] 60 60 72 84 96 120 150 168 192 Base material thickness hmin= [mm] 90 90 104 120 136 170 214 238 272 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 150

Tensile N rec: double anchor, no edge effects, min. spacing (s = s min ) Non cracked concrete BSt 500 S [kN] 5,6 6,8 8,9 11,4 14,2 19,7 27,0 31,9 38,1 Cracked concrete BSt 500 S [kN] - 3,2 6,0 8,3 10,9 15,0 20,5 24,2 28,7

Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non cracked concrete BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 57,4 67,9 80,6 Cracked concrete BSt 500 S [kN] - 5,7 11,6 16,2 21,7 30,0 40,9 48,4 57,5


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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380



Shear V rec: single anchor, no edge effects, without lever arm Non cracked concrete BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete BSt 500 S [kN] - 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2

Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150



Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,typ = [mm] 80 90 110 125 145 170 210 270 300 Base material thickness hmin= [mm] 110 120 142 161 185 220 274 340 380 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 150


Shear V rec: double anchor, no edge effects, min. spacing (s = s min ), without lever arm Non cracked concrete BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete BSt 500 S [kN] - 8,0 14,8 20,0 26,2 41,0 63,3 80,5 103,9


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Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464



Shear Vrec: single anchor, no edge effects, without lever arm Non cracked BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete BSt 500 S [kN] - 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2

Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 150



Recommended loads: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-11/0493 and ETA-12/0084, issue 2012-02-06 Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Embedment depth hef,2 = [mm] 96 120 144 168 192 240 300 336 384 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 Edge distance s = smin= [mm] 40 50 60 80 100 120 135 150 150


Shear V rec: double anchor, no edge effects, min. spacing (s = s min ) , without lever arm Non cracked concrete BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 Cracked concrete BSt 500 S [kN] - 10,2 14,8 20,0 26,2 41,0 64,3 80,5 105,2


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Post-installed rebar

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1

Anchor Fastening Technology Manual Hilti HIT-HY 200 post-installed rebar

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Hilti HIT-HY 200 post-installed rebar



- HY 200-R version is formulated for best handling and cure time specifically for rebar applications

- Suitable for concrete C 12/15 to C 50/60


- For rebar diameters up to 32 mm - Non corrosive to rebar elements

- Good load capacity at elevated temperatures

- Suitable for embedment length up to 1000 mm

- Suitable for applications down to -10 °C


Static mixer

Rebar

Concrete Fire

resistance


Corrosion tested

PROFIS Rebar design

software

Service temperature range Temperature range: -40°C to +80°C (max. long term t emperature +50°C, max. short term temperature +80°C) . Approvals / certificates Description Authority / Laboratory No. / date of issue


ETA-12/0083 / 2012-02-06 (HIT-HY 200-R) ETA-11/0492 / 2011-12-23 (HIT-HY 200-A)

Fire test report CSTB, Paris 26033756

a) All data given in this section according ETA-12/0083, issued 2012-02-06 and ETA-11/0492, issued 2011-12-23.

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Materials Reinforcement bars according to EC2 Annex C Table C.1 and C.2N. Properties of reinforcement Product form Bars and de-coiled rods Class B C Characteristic yield strength fyk or f0,2k (MPa) 400 to 600

Minimum value of k = (ft/fy)k ≥ 1,08 ≥ 1,15 < 1,35

Characteristic strain at maximum force, εuk (%) ≥ 5,0 ≥ 7,5

Bendability Bend / Rebend test Maximum deviation from nominal mass (individual bar) (%)

Nominal bar size (mm) ≤ 8 > 8

± 6,0 ± 4,5

Bond: Minimum relative rib area, fR,min

Nominal bar size (mm) 8 to 12 > 12

0,040 0,056

Setting details For detailed information on installation see instruction for use given with the package of the product.

Working time, curing time a)

Temperature of the

base material

HIT-HY 200-R Working time in which anchor


can be fully loaded t cure -10 °C to -5 °C 3 hour 20 hour -4 °C to 0 °C 2 hour 7 hour 1 °C to 5 °C 1 hour 3 hour


Temperature


HIT-HY 200-A Working time in which anchor


can be fully loaded t cure -10 °C to -5 °C 1,5 hour 7 hour -4 °C to 0 °C 50 min 4 hour 1 °C to 5 °C 25 min 2 hour


a) Dry and water-saturated concrete, hammer drilling

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Bore hole drilling

Drill hole to the required embedment depth using a hammer-drill with carbide drill bit set in rotation hammer mode, or a compressed air drill.

Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris by one of two cleaning methods described below b) Compressed air cleaning (CAC) For all bore hole diameters d0 and all bore hole depth h0

Blowing 2 times from the back of the hole with oil-free compressed air (min. 6 bar at 100 litres per minute (LPM)) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour. If required use additional accessories and extensions for air nozzle and brush to reach back of hole.

Brushing 2 times with the specified brush size (brush Ø ≥ borehole Ø) by inserting the round steel brush to the back of the hole in a twisting motion. The brush shall produce natural resistance as it enters the anchor hole. If this is not the case, please use a new brush or a brush with a larger diameter.

Blowing 2 times again with compressed air until return air stream is free of noticeable dust.

a) Manual Cleaning (MC) As an alternative to compressed air cleaning, a manual cleaning is permitted for hammer drilled boreholes up to hole diameters d0 ≤ 20mm and depths lv resp. le,ges. ≤ 160mm or 10 * d. The borehole must be free of dust, debris, water, ice, oil, grease and other contaminants prior to mortar injection.

4 strokes with Hilti blow-out pump from the back of the hole until return air stream is free of noticeable dust.

4 times with the specified brush size (brush Ø ≥ borehole Ø) by inserting the round steel wire brush to the back of the hole with a twisting motion

4 strokes with Hilti blow-out pump from the back of the hole until return air stream is free of noticeable dust.

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Observe the Instruction for Use of the dispenser. Observe the Instruction for Use of the mortar. Tightly attach Hilti HIT-RE-M mixing nozzle to foil pack manifold. Insert foil pack into foil pack holder and swing holder into the dispenser.



Inject ion method for borehole depth ≤ 250 mm: Inject the mortar from the back of the hole towards the front and slowly withdraw the mixing nozzle step by step after each trigger pull. Important! Use extensions for deep holes ( > 250 mm) . Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the rebar and the concrete is completely filled with adhesive over the embedment length.

After injecting, depressurize the dispenser by pressing the release trigger (only for manual dispenser). This will prevent further mortar discharge from the mixing nozzle.

Piston plug injection for borehole depth > 250 mm or overhead applications: Assemb le mixing nozzle, extension(s) and appropriately sized piston plug. Insert piston plug to back of the hole. Begin injection allowing the pressure of the injected adhesive mortar to push the piston plug towards the front of the hole. After injecting, depressurize the dispenser by pressing the release trigger. This will prevent further mortar discharge from the mixing nozzle. The proper injection of mortar using a piston plug HIT-SZ prevents the creation of air voids. The piston plug must be insertable to the back of the borehole without resistance. During injection the piston plug will be pressed towards the front of the borehole slowly by mortar pressure. Attention! Pulling the injection or when changing the foil pack, the piston plug is rendered inactive and air voids may occur.

HDM 330 Manual dispenser (330 ml)

HDM 500 Manual dispenser (330 / 500 ml) HDE 500-A22 Electric dispenser (330 / 500 ml)

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Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth until working time twork has elapsed.

After installing the rebar the annular gap must be completely filled with mortar.

Proper installation can be verified when:

Desired anchoring embedment is reached lv: Embedment mark at concrete surface. Excess mortar flows out of the borehole after the rebar has been fully inserted until the embedment mark. Overhead application: Support the rebar and secure it from falling till mortar started to harden.

Observe the working time “twork”, which varies according to temperature of base material. Minor adjustments to the rebar position may be performed during the working time. After tcure preparation work may continue.


Resistance to chemical substances Chemical Resistance Chemical Resistance

Air + Gasoline +

Acetic acid 10% + Glycole o

Acetone o Hydrogen peroxide 10% o

Ammonia 5% + Lactic acid 10% +

Benzyl alcohol - Maschinery oil +

Chloric acid 10% o Methylethylketon o

Chlorinated lime 10% + Nitric acid 10% o

Citric acid 10% + Phosphoric acid 10% +

Concrete plasticizer + Potassium Hydroxide pH 13,2 +

De-icing salt (Calcium chloride) + Sea water +

Demineralized water + Sewage sludge +

Diesel fuel + Sodium carbonate 10% +

Drilling dust suspension pH 13,2 + Sodium hypochlorite 2% +

Ethanol 96% - Sulfuric acid 10% +

Ethylacetate - Sulfuric acid 30% +

Formic acid 10% + Toluene o

Formwork oil + Xylene o

+ resistant o resistant in short term (max. 48h) contact - not resistant

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Electrical Conductivity HIT-HY 200 in the hardened state is not conductive electrically . Its electric resistivity is 15,5⋅109

Ω·cm (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchorings (ex: railway applications, subway).

Drilling diameters

Rebar (mm)

Drill bit diameters d 0 [mm]

Hammer drill (HD)

Compressed air drill (CA)

8 12 (10) a) - 10 14 (12) a) - 12 16 (14) a) 17 14 18 17 16 20 20 18 22 22 20 25 26 22 28 28 24 32 32 25 32 32 26 35 35 28 35 35 30 37 35 32 40 40

a) Max. installation length I = 250 mm. Basic design data for rebar design according to ETA

Bond strength Bond strength in N/mm² according to ETA for good bond con ditions

Rebar (mm) Concrete class

C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 8 - 32 1,6 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3

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Minimum anchorage length Minimum and max imum embedment depths and lap lengths for C20/25 according to ETA

Rebar lb,min * [mm]

l0,min * [mm]

Concrete temp. ≥ -10°C lmax

[mm]

Concrete temp. ≥ 0°C lmax

[mm] Diameter d s

[mm] fy,k

[N/mm²] 8 500 113 200 700 1000 10 500 142 200 700 1000 12 500 170 200 700 1000 14 500 198 210 700 1000 16 500 227 240 700 1000 18 500 255 270 700 1000 20 500 284 300 700 1000 22 500 312 330 700 1000 24 500 340 360 700 1000 25 500 354 375 700 1000 26 500 369 390 700 1000 28 500 397 420 700 1000 30 500 425 450 700 1000 32 500 454 480 700 1000

lb,min (8.6) and l0,min (8.11) are calculated for good bond conditions with maximum utilisation of rebar yield strength fyk = 500 N/mm² and α6 = 1,0

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Precalculated values Example of pre -calculated values Rebar yield strength fyk = 500 N/mm², concrete C25/30, good bond conditions

Rebar Anchorage length lbd

Design value N Rd

Mortar volume

Anchorage length l bd

Design value NRd

Mortar volume

[mm] [mm] [kN] [ml] [mm] [kN] [ml]

αααα1=αααα2=αααα3=αααα4=αααα5=1,0 αααα2 or αααα5= 0,7

αααα1 = αααα3 = αααα4 = 1,0

8

100 6,8 8 (3) 100 9,7 8 (3) 170 11,5 13 (6) 140 13,6 11 (5) 250 17,0 19 (8) 180 17,4 14 (6) 323 21,9 24 226 21,9 17 (8)

10

121 10,3 11 (5) 121 14,7 11 (5) 210 17,8 19 (9) 170 20,6 15 (7) 310 26,3 28 230 27,9 21 (10) 402 34,1 36 281 34,1 25

12

145 14,8 15 (7) 145 21,1 15 (7) 260 26,5 27 210 30,5 22 (10) 370 37,7 39 270 39,3 29 483 49,2 51 338 49,1 36

14

169 20,1 20 169 28,7 20 300 35,6 36 240 40,7 29 430 51,1 52 320 54,3 39 563 66,9 68 394 66,8 48

16

193 26,2 26 193 37,4 26 340 46,1 46 280 54,3 38 490 66,5 67 370 71,7 50 644 87,4 87 451 87,4 61

18

218 33,3 33 218 47,5 33 390 59,5 59 310 67,6 47 560 85,5 84 410 89,4 62

724 ** 110,5 109 507 110,6 76

20

242 41,1 51 242 58,6 51 430 72,9 91 350 84,8 74 620 105,2 131 460 111,5 98

805 ** 136,6 171 564 136,7 120

22

266 49,6 75 266 70,9 75 470 87,7 133 380 101,3 107 680 126,9 192 500 133,3 141

886 ** 165,3 251 620 165,3 175 * Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2∗(d0²-d²)∗π∗lb/4” ** For installation temperature ≥ 0 °C. For lower temperature l bd is limited to 700 mm

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Example of pre -calculated values for Rebar yield strength fyk = 500 N/mm², concrete C25/30, good bond conditions


Design value N Rd

Mortar volume


Design value NRd

Mortar volume


αααα1=αααα2=αααα3=αααα4=αααα5=1.0 αααα2 or αααα5= 0.7

αααα1 = αααα3 = αααα4 = 1.0

24

290 59,0 122 290 84,3 122 520 105,9 220 420 122,1 177

740 ** 150,6 312 550 160,0 232 966 ** 196,7 408 676 196,6 285

25

302 64,0 114 302 91,5 114 530 112,4 199 440 133,3 165

770 ** 163,3 290 570 172,7 214 1000 ** 212,1 376 704 ** 213,3 265

26

314 69,2 162 314 98,9 162 540 119,1 279 450 141,8 233

770 ** 169,8 398 590 185,9 305 1000 ** 220,5 517 733 ** 230,9 379

28

338 80,3 140 338 114,7 140 560 133,0 233 490 166,3 204

780 ** 185,3 324 640 217,1 266 1000 ** 237,5 416 789 ** 267,7 328

30

363 92,4 160 363 132,0 160 580 147,6 256 520 189,0 230

790 ** 201,0 349 680 247,2 301 1000 ** 254,5 442 845 ** 307,2 374

32

387 105,0 210 387 150,1 210 590 160,1 320 560 217,1 304

800 ** 217,1 434 730 ** 283,1 396 1000 ** 271,4 543 902 ** 349,8 490

* Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2∗(d0²-ds²)∗π∗lb/4” for hammer drilling ** For installation temperature ≥ 0 °C. For lower temperature l bd is limited to 700 mm

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Example of pre -calculated values for “overlap joints” Rebar yield strength fyk = 500 N/mm², concrete C25/30, good bond conditions


Design value N Rd

Mortar volume


Design value NRd

Mortar volume


αααα1=αααα2=αααα3=αααα5=αααα6=1,0 αααα2 or αααα5= 0,7

αααα1 = αααα3 = αααα6 = 1,0

8

200 13,6 15 (7) 200 19,4 15 (7) 240 16,3 18 (8) 210 20,4 16 (7) 280 19,0 21 220 21,3 17 (7) 323 21,9 24 226 21,9 17 (8)

10

200 17,0 18 (8) 200 24,2 18 (8) 270 22,9 24 230 27,9 21 (10) 330 28,0 30 250 30,3 23 (10) 402 34,1 36 281 34,1 25

12

200 20,4 21 (10) 200 29,1 21 (10) 290 29,5 31 250 36,4 26 (12) 390 39,7 41 290 42,2 31 483 49,2 51 338 49,1 36

14

210 24,9 25 210 35,6 25 330 39,2 40 270 45,8 33 450 53,4 54 330 56,0 40 563 66,9 68 394 66,8 48

16

240 32,6 33 240 46,5 33 370 50,2 50 310 60,1 42 510 69,2 69 380 73,7 52 644 87,4 87 451 87,4 61

18

270 41,2 41 270 58,9 41 420 64,1 63 350 76,3 53 570 87,0 86 430 93,8 65

724 ** 110,5 109 507 110,6 76

20

300 50,9 64 300 72,7 64 470 79,7 100 390 94,5 83 640 108,6 136 480 116,3 102

805 ** 136,6 171 564 136,7 120

22

330 61,6 124 330 88,0 93 520 97,0 147 430 114,6 122 700 130,6 198 520 138,6 147

886 ** 165,3 251 620 165,3 175 * Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2∗(d0²-ds²)∗π∗lb/4” for hammer drilling

** For installation temperature ≥ 0 °C. For lower temperature l bd is limited to 700 mm

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Example of pre -calculated values for “overlap joints” Rebar yield strength fyk = 500 N/mm², concrete C25/30, good bond conditions


Design value N Rd

Mortar volume


Design valu e NRd

Mortar volume


αααα1=αααα2=αααα3=αααα4=αααα5=1.0 αααα2 or αααα5= 0.7

αααα1 = αααα3 = αααα4 = 1.0

24

360 73,3 152

360 104,7 152 560 114,0 236 470 136,7 198

760 ** 154,7 321 570 165,8 241 966 ** 196,7 408 676 196,6 285

25

375 79,5 124

375 113,6 141 580 123,0 218 480 145,4 181

790 ** 167,5 297 590 178,7 222 1000 ** 212,1 376 704 ** 213,3 265

26

390 86,0 124 390 122,9 202 590 130,1 305 500 157,5 259

800 ** 176,4 414 620 195,3 321 1000 ** 220,5 517 733 ** 230,9 379

28

420 99,8 124 420 142,5 175 610 144,9 254 540 183,2 224

810 ** 192,4 337 670 227,3 278 1000 ** 237,5 416 789 ** 267,7 328

30

450 114,5 124 450 163,6 199 630 160,3 278 580 210,8 256

820 ** 208,7 362 710 ** 258,1 314 1000 ** 254,5 442 845 ** 307,2 374

32

480 130,3 124 480 186,1 261 650 176,4 353 620 240,4 337

830 ** 225,3 451 760 ** 294,7 413 1000 ** 271,4 543 902 ** 349,8 490

* Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2∗(d0²-ds²)∗π∗lb/4” for hammer drilling. ** For installation temperature ≥ 0 °C. For lower temperature l bd is limited to 700 mm

110

1

ھيلتي العربية السعودية دوات البناءشركة عبد العزيزشارع الملك 11422 الرياض 5287 صندوق بريد

8974 460 1 966+ تلفون +966 6255 460 1 فاكس


1010278712تجاري رقم سجل سعودي 39,230,000 رأس المال المدفوع - شركة ذات مسؤولية محدودة



Method Statement

HIT-HY 200-R with HIT-Z Dear Sir, This method statement describes the procedures of installing the special rod HIT-Z in concrete structure and implies the use of Hilti Chemical anchors HY 200-R. Instruction for use: These instructions at next 3 pages cover the installation of adhesive material HY 200-R with HIT-Z rod in solid concrete

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Sitting Instruction

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Method Statement

HIT-HY 200-R with standard elements Dear Sir, This method statement describes the procedures of installing standard elements in concrete structure and implies the use of Hilti Chemical anchors HY 200-R. Instruction for use: These instructions at next pages cover the installation of adhesive material HY 200-R with standard elements in solid concrete

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Sitting Instruction

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Method Statement

HIT-HY 200-R with Rebar Dear Sir, This method statement describes the procedures of installing post-installed rebar in concrete structure and implies the use of Hilti Chemical anchors HY 200-R. Instruction for use: These instructions at next pages cover the installation of adhesive material HY 200-R with post-installed rebar in solid concrete

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Sitting Instruction

ETA approved includes the new installation method with automatic hole cleaning when using Hilti TE-CD and TE-YD hollow drill bit, providing a properly cleaned hole simply by drilling. Used in conjunction with a Hilti combihammer and Hilti vacuum cleaner, Hilti TE-CD and TE-YD holoow drill bits achieve significantly faster drilling progress than conventional drilling system and reduce respirable dust by up to 97%.

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Page 1/7

Safety data sheetaccording to 1907/2006/EC, Article 31 / ISO 11014

Printing date 26.07.2011 Revision: 26.07.2011Version number 1

DR

1 Identification of the substance/mixture and of the company/undertaking

· Product identifier

· Trade name: Hilti HIT-HY 200-R· Container size 330 ml, 500 ml· Relevant identified uses of the substance or mixture and uses advised against· Sector of Use Building and construction work· Product category Adhesives, sealants· Application of the substance / the preparation Adhesive mortar for anchor fastenings in concrete

· Details of the supplier of the safety data sheet· Manufacturer/Supplier:Hilti AGFeldkircherstr. 100Postfach 333FL-9494 SchaanLiechtensteinTel: 00423 / 234 2111Fax: 00423 / 234 2965

· Informing department:[email protected] section 16

· Emergency telephone number:Hilti AGTel: 00423 / 234 2111Fax: 00423 / 234 2965Schweizerisches Toxikologisches Informationszentrum - 24 h ServiceTel.: 0041 / 1 251 51 51 (international)

2 Hazards identification

· Classification of the substance or mixture· Classification according to Regulation (EC) No 1272/2008

GHS07

Skin Irrit. 2 H315 Causes skin irritation.Eye Irrit. 2 H319 Causes serious eye irritation.Skin Sens. 1 H317 May cause an allergic skin reaction.

· Classification according to Directive 67/548/EEC or Directive 1999/45/EC· Information concerning particular hazards for human and environment:The product has to be labelled due to the calculation procedure of the "General Classification guideline for preparations of the EU" in thelatest valid version.

· Classification system:The classification is in line with current EC lists. It is expanded, however, by information from technical literature and by informationfurnished by supplier companies.

· Label elements· Labelling according to Regulation (EC) No 1272/2008 The product is classified and labelled according to the CLP regulation.· Hazard pictograms

GHS07

· Signal word Warning

· Hazard-determining components of labelling:dibenzoyl peroxidemethacrylic acid, monoester with propane-1,2-diol

· Hazard statementsH315 Causes skin irritation.H319 Causes serious eye irritation.H317 May cause an allergic skin reaction.

· Precautionary statementsP262 Do not get in eyes, on skin, or on clothing.P280 Wear protective gloves/protective clothing/eye protection/face protection.P302+P352 IF ON SKIN: Wash with plenty of soap and water.P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do.

Continue rinsing.P333+P313 If skin irritation or rash occurs: Get medical advice/attention.P337+P313 If eye irritation persists: Get medical advice/attention.P410 Protect from sunlight.P411+P235 Store at temperatures not exceeding 25°C. Keep cool.

(Contd. on page 2) LIE

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Trade name: Hilti HIT-HY 200-R

(Contd. of page 1)

DR

· Other hazards· Results of PBT and vPvB assessment· PBT: Not applicable.· vPvB: Not applicable.

· Additional information:

Hilti HIT

· Information pertaining to particular dangers for man and environment: AH315 Causes skin irritation.H319 Causes serious eye irritation.H317 May cause an allergic skin reaction.

· Information pertaining to particular dangers for man and environment: BH319 Causes serious eye irritation.H317 May cause an allergic skin reaction.

3 Composition/information on ingredients

· Chemical characterization: Mixtures· Description:2-Component-foilpack, contains:Component A: Urethane methacrylate resin, inorganic fillerComponent B: Dibenzoyl peroxide, phlegmatized

Mixture of the substances listed below with harmless additions.· Dangerous components:

Urethanmethacrylate oligomer Xi R36/38 Skin Irrit. 2, H315; Eye Irrit. 2, H319

10-20%

CAS: 27813-02-1EINECS: 248-666-3

methacrylic acid, monoester with propane-1,2-diol Xi R36; Xi R43 Eye Irrit. 2, H319; Skin Sens. 1, H317

5-10%

CAS: 94-36-0EINECS: 202-327-6

dibenzoyl peroxide Xi R36; Xi R43; E R3; O R7

Org. Perox. B, H241; Eye Irrit. 2, H319; Skin Sens. 1, H317

10-15%

. · Dangerous components A:

Urethanmethacrylate oligomer Xi R36/38 Skin Irrit. 2, H315; Eye Irrit. 2, H319

CAS: 27813-02-1EINECS: 248-666-3

methacrylic acid, monoester with propane-1,2-diol Xi R36; Xi R43 Eye Irrit. 2, H319; Skin Sens. 1, H317

· Dangerous components B:

CAS: 94-36-0EINECS: 202-327-6

dibenzoyl peroxide Xi R36; Xi R43; E R3; O R7 Org. Perox. B, H241; Eye Irrit. 2, H319; Skin Sens. 1, H317

· SVHC None· Additional information For the wording of the listed risk phrases refer to section 16.

4 First aid measures

· Description of first aid measures· General information Instantly remove any clothing soiled by the product.· After inhalation Take affected persons into the open air and position comfortably· After skin contact Instantly wash with water and soap and rinse thoroughly. If skin irritation persist, call a physician.· After eye contactRinse thoroughly with plenty of water for at least 15 minutes and consult a physician.Protect unharmed eye.

· After swallowingRinse out mouth and then drink plenty of water.Seek immediate medical advice.

· Information for doctor· Most important symptoms and effects, both acute and delayed Allergic reactions· Indication of any immediate medical attention and special treatment needed No further relevant information available.

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5 Firefighting measures

· Extinguishing media· Suitable extinguishing agentsWater spray, carbon dioxide (CO2), carbon dioxide blanket, foam, or dry powder.Sand

· For safety reasons unsuitable extinguishing agents Water with full jet.· Special hazards arising from the substance or mixtureCan be released in case of fireCarbon monoxide (CO)Carbon dioxide (CO2)Nitrogen oxides (NOx)Under certain fire conditions, traces of other toxic gases cannot be excluded.

· Advice for firefighters· Protective equipment: In the event of fire, wear self contained breathing apparatus

6 Accidental release measures

· Personal precautions, protective equipment and emergency proceduresWear protective clothing.Use personal protective equipment. Ensure adequate ventilation. Remove all sources of ignition.

· Environmental precautions: Do not allow to enter the ground/soil.· Methods and material for containment and cleaning up:Collect mechanically.Clean the accident area carefully; suitable cleaners are:organic solventEnsure adequate ventilation.Dispose of contaminated material as waste according to item 13.

· Reference to other sectionsSee Section 7 for information on safe handlingSee Section 8 for information on personal protection equipment.See Section 13 for information on disposal.

7 Handling and storage

· Handling· Precautions for safe handlingCheck the expiry date: see imprint on manifold (month/year). Do not use expired mortar!The usual precautionary measures should be adhered to general rules for handling chemicals.

· Information about protection against explosions and fires:No special measures required.Keep ignition sources away - Do not smoke.

· Conditions for safe storage, including any incompatibilities· Storage· Requirements to be met by storerooms and containers: Keep in a cool, dry and dark place; +5 °C to 25 °C.· Information about storage in one common storage facility: Store away from foodstuffs.· Further information about storage conditions: Protect from heat and direct sunlight.

· Storage classAs per VCI (1991) storage classification concept.11

· Specific end use(s) Adhesive mortar for anchor and rebar fastenings

8 Exposure controls/personal protection

· Additional information about design of technical systems: No further data; see item 7.

· Control parameters· Components with limit values that require monitoring at the workplace:The product does not contain any relevant quantities of materials with critical values that have to be monitored at the workplace.

· Additional information: The lists that were valid during the compilation were used as basis.

· Exposure controls· Personal protective equipment· General protective and hygienic measuresThe usual precautionary measures should be adhered to general rules for handling chemicals.Do not eat, drink or smoke while working.Keep away from foodstuffs, beverages and food.Wash hands during breaks and at the end of the work.Avoid contact with the eyes and skin.

· Breathing equipment: Not required.(Contd. on page 4)

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· Protection of hands:Protective glovesAvoid direct contact with the chemical/ the product/ the preparation by organizational measures.Use gloves of stable material (e.g. Nitrile) - if necessary tricoted to improve the wearability.

· Material of gloves Nitrile rubber, NBR· Penetration time of glove materialThe exact break trough time has to be found out by the manufacturer of the protective gloves and has to be observed.

· Not suitable are gloves made of the following materials:Natural rubber, NRLeather glovesStrong gloves

· Eye protection: Tightly sealed safety glasses.· Body protection: Protective work clothing.

9 Physical and chemical properties

· Information on basic physical and chemical properties· General Information· Appearance:

Form: pastyColour: Component A: grey

Component B: white· Odour: Ester-like· Odour threshold: Not determined

· pH-value: Component A: not applicableComponent B: ~ 7

· Change in conditionMelting point/Melting range: Not determinedBoiling point/Boiling range: Not determined

· Flash point: Component A: > 110 °C (DIN 53213)Component B: not applicable

· Ignition temperature: 355°C

· Decomposition temperature: Component A: not relevantComponent B: SADT 65°C UN test H4

· Self-inflammability: Product is not selfigniting.

· Danger of explosion: Product is not explosive.

· Critical values for explosion:Lower: Not determinedUpper: Not determined

· Vapour pressure at 20°C: < 0,1 hPa

· Density at 20°C 1,8 g/cm³ (DIN 51757)· Relative density Not determined· Vapour density Not determined· Evaporation rate Not determined

· Solubility in / Miscibility withWater: Not miscible or difficult to mix

· Segregation coefficient (n-octanol/water): Not determined

· Viscosity:dynamic at 20°C: 60 Pa.s (DIN 53788)kinematic at 20°C: > 20 s (DIN 53211/4)

· Solvent content:Water: Component B: ~ 20%

· Other information No further relevant information available.

10 Stability and reactivity

· Reactivity· Chemical stability· Thermal decomposition / conditions to be avoided:To avoid thermal decomposition do not overheat.No decomposition if used and stored according to specifications.

· Possibility of hazardous reactions No dangerous reactions known· Conditions to avoid No further relevant information available.· Incompatible materials: No further relevant information available.


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(Contd. of page 4)

DR

· Hazardous decomposition products: No dangerous decomposition products known

11 Toxicological information

· Information on toxicological effects· Acute toxicity:· Primary irritant effect:· on the skin: Irritant to skin and mucous membranes.· on the eye: Irritant effect.· Sensitization: Sensitization possible by skin contact.· Additional toxicological information:The product shows the following dangers according to the calculation method of the General EC Classification Guidelines for Preparationsas issued in the latest version:Irritant

12 Ecological information

· Toxicity· Acquatic toxicity: No further relevant information available.· Persistence and degradability No further relevant information available.· Behaviour in environmental systems:· Bioaccumulative potential No further relevant information available.· Mobility in soil No further relevant information available.· Additional ecological information:· According to recipe contains the following heavy metals and compounds according to EC guideline NO. 76/464 EC: None· General notes: The product does not contain organically bounded halogens (AOX-free).· Results of PBT and vPvB assessment· PBT: Not applicable.· vPvB: Not applicable.· Other adverse effects No further relevant information available.

13 Disposal considerations

· Waste treatment methods· RecommendationAfter curing, the product can be disposed of with household waste.Full or only partially emptied cartridges must be disposed of as special waste in accordance with official regulations.

· European waste catalogue

08 00 00 WASTES FROM THE MANUFACTURE, FORMULATION, SUPPLY AND USE (MFSU) OF COATINGS (PAINTS,VARNISHES AND VITREOUS ENAMELS), ADHESIVES, SEALANTS AND PRINTING INKS

08 04 00 wastes from MFSU of adhesives and sealants (including waterproofing products)08 04 09* waste adhesives and sealants containing organic solvents or other dangerous substances

20 00 00 MUNICIPAL WASTES (HOUSEHOLD WASTE AND SIMILAR COMMERCIAL, INDUSTRIAL AND INSTITUTIONALWASTES) INCLUDING SEPARATELY COLLECTED FRACTIONS

20 01 00 separately collected fractions (except 15 01)20 01 27* paint, inks, adhesives and resins containing dangerous substances

· Uncleaned packagings:· Recommendation:Empty packs: May be disposed via the local Green Dot collecting system or EAK waste material code 150102 (plastic packaging materials)

14 Transport information

· UN-Number· ADR, ADN, IMDG, IATA Void

· UN proper shipping name· ADR Void· ADN, IMDG, IATA Void

· Transport hazard class(es)

· ADR, ADN, IMDG, IATA· Class Void

· Packing group· ADR, IMDG, IATA Void

· Environmental hazards:· Marine pollutant: No


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DR

· Special precautions for user Not applicable.

· Transport in bulk according to Annex II of MARPOL73/78 andthe IBC Code Not applicable.

· Transport/Additional information: Not dangerous according to the above specifications.

· UN "Model Regulation": -

· HS-Code: 3214 10 10: Glaziers' putty, grafting putty, resin cements, caulkingcompounds and other mastics

15 Regulatory information

· Safety, health and environmental regulations/legislation specific for the substance or mixture· Labelling according to Regulation (EC) No 1272/2008 The product is classified and labelled according to the CLP regulation.· Hazard pictograms

GHS07

· Signal word Warning

· Hazard-determining components of labelling:dibenzoyl peroxidemethacrylic acid, monoester with propane-1,2-diol

· Hazard statementsH315 Causes skin irritation.H319 Causes serious eye irritation.H317 May cause an allergic skin reaction.

· Precautionary statementsP262 Do not get in eyes, on skin, or on clothing.P280 Wear protective gloves/protective clothing/eye protection/face protection.P302+P352 IF ON SKIN: Wash with plenty of soap and water.P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do.

Continue rinsing.P333+P313 If skin irritation or rash occurs: Get medical advice/attention.P337+P313 If eye irritation persists: Get medical advice/attention.P410 Protect from sunlight.P411+P235 Store at temperatures not exceeding 25°C. Keep cool.

· National regulationsThe product is subject to classification in accordance with the prevailing version of the regulations on hazardous materials.Council Directive 89/391/EEC of 12 June 1989 on the introduction of measures to encourage improvements in the safety and health ofworkers at work. Article 12 Training of workers

· Information about limitation of use: Employment restrictions concerning young persons must be observed.· Chemical safety assessment: not required.

16 Other informationThese data are based on our present knowledge. However, they shall not constitute a guarantee for any specific product features and shallnot establish a legally valid contractual relationship.

· Relevant phrasesH241 Heating may cause a fire or explosion.H315 Causes skin irritation.H317 May cause an allergic skin reaction.H319 Causes serious eye irritation.

R3 Extreme risk of explosion by shock, friction, fire or other sources of ignition.R36 Irritating to eyes.R36/38 Irritating to eyes and skin.R43 May cause sensitisation by skin contact.R7 May cause fire.

· Department issuing data specification sheet:Hilti Entwicklungsgesellschaft mbHHiltistrasse 6D-86916 KauferingTel.: +49 8191 906310Fax: +49 8191 906826e-mail: [email protected]

· Contact: Monika Mönch(Contd. on page 7)

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· Abbreviations and acronyms:ADR: Accord européen sur le transport des marchandises dangereuses par Route (European Agreement concerning the International Carriage of Dangerous Goods by Road)RID: Règlement international concernant le transport des marchandises dangereuses par chemin de fer (Regulations Concerning the International Transport of Dangerous Goods by Rail)IMDG: International Maritime Code for Dangerous GoodsIATA: International Air Transport AssociationICAO: International Civil Aviation OrganizationGHS: Globally Harmonized System of Classification and Labelling of Chemicals

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88 Empire Drive • St. Paul, Minnesota • 55103(651) 642-1150 • fax (651) 642-1239

VOC Content Test Certificate

October 25, 2011

Supplier: Hilti Entwicklungsgesellschaft mbH

BU Anchors

Hiltistrasse 6

86916 Kaufering

GERMANY

Sample Description: Hilti HIT-HY 200-R

Date Tested: October 4, 2011

Test Method: SCAQMD method 304-91 “Determination of Volatile Organic Compounds

(VOC) in Various Materials” as referenced by South Coast Air Quality

Management District (SCAQMD) Rule 1168. The values also comply with the

requirements of EPA test method #24.

Test Data:

Specification Product

LEED 2009 (LEED 3.0)LEED 2.2

IEQ-4.1: Low-Emitting Materials –Adhesives and Sealants Hilti

HIT-HY 200-RGreen Building Council of AustraliaGreen Star Office Design 3.0, IEQ-13Green Star Office Design 2.0, IEQ-13Green Star Office Interiors 1.1, IEQ-11

Multipurpose Construction Adhesive;VOC Limit: 70 g/L

Product contains: 13 g/L of VOC

Tom BarrettVice President/Strategic Analytical Services

Kelly FrenchChemist III/Lab Supervisor

131

European Technical Approval ETA-12/0028

English translation prepared by DIBt - Original version in German language

Injektionssystem Hilti HIT-HY 200-R mit HIT-Z / HIT-Z-R Handelsbezeichnung Trade name I njection system Hilti HIT-HY 200-R with HIT-Z / HIT-Z-R

Zulassungsinhaber

Holder of approval Hilti AG Feldkircherstraße 100 9494 Schaan

ÜRSTENTUM LIECHTENSTEIN F Zulassungsgegenstand und Verwendungszweck

V erbunddübel in den Größen M8 bis M20 zur Verankerung im Beton

Generic type and use of construction product

B onded anchor of sizes M8 to M20 for use in concrete

Geltungsdauer:

Validity: vom from 4 April 2012

bis to 1 0 February 2017

Hilti Werke Herstellwerk

Manufacturing plant

Diese Zulassung umfasst

This Approval contains

18 Seiten einschließlich 10 Anhänge 18 pages including 10 annexes

Diese Zulassung ersetzt This Approval replaces

ETA-12/0028 mit Geltungsdauer vom 10. Februar 2012 bis 10. Februar 2017.ETA-12/0028 with validity from 10 February 2012 to 10. February 2017.

E u r o p ä i s c h e O r g a n i s a t i o n f ü r T e c h n i s c h e Z u l a s s u n g e n

E u r o p e a n O r g a n i s a t i o n f o r T e c h n i c a l A p p r o v a l s

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European technical approval ETA-12/0028 English translation prepared by DIBt

Page 2 of 18 | 4 April 2012

I LEGAL BASES AND GENERAL CONDITIONS

1 This European technical approval is issued by D eutsches Institut für Bautechnik in accordance with:

- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products1, modified by Council Directive 93/68/EEC 2 and Regulation (EC) N° 1882/2003 of the European Parliament and of the Council3;

- Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom 28. April 19984, as amended by law of 31 October 20065;

- Common Procedural Rules for Requesting, Preparing and the Granting of European technical approvals set out in the Annex to Commission Decision 94/23/EC6;

- Guideline for European technical approval of "Metal anchors for use in concrete - Part 5: Bonded anchors", ETAG 001-05.

2 Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European technical approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the pr oducts to the European technical approval and for their fitness for the intended use remains with the holder of the European technical approval.

3 This European technical approval is not to be transferred to manufacturers or agents of manufacturers other than those indicated on page 1, or manufacturing plants other than those indicated on page 1 of this European technical approval.

4 This European technical approval may be withdraw n by Deutsches Institut für Bautechnik, in particular pursuant to information by the Co mmission according to Article 5(1) of Council Directive 89/106/EEC.

5 Reproduction of this European technical approval including transmission by electronic means shall be in full. However, partial reproducti on can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval.

6 The European technical approval is issued by t he approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such.

1 Official Journal of the European Communities L 40, 11 February 1989, p. 12 2 Official Journal of the European Communities L 220, 30 August 1993, p. 1 3 Official Journal of the European Union L 284, 31 October 2003, p. 25 4 Bundesgesetzblatt Teil I 1998, p. 812 5 Bundesgesetzblatt Teil I 2006, p. 2407, 2416 6 Official Journal of the European Communities L 17, 20 January 1994, p. 34

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II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL

1 Definition of product and intended use

1.1 Definition of the construction product The injection system Hilti HIT-HY 200-R with HIT-Z / HIT-Z-R is a bonded anchor consisting of

a foil pack with injection mortar Hilti HIT-HY 200-R and an anchor rod (including nut and washer) in the sizes of M8, M10, M12, M16 and M20. The anchor rod (including nut and washer) is made of galvanised steel (HIT-Z) or stainless steel (HIT-Z-R). The anchor rod is placed into a drill hole filled with injection mort ar. The load transfer is realised by mechanical interlock of several cones in the bonding mo rtar and then via a combination of bonding and friction forces in the base material (concrete).

An illustration of the product and intended use is given in Annex 1.

1.2 Intended use The anchor is intended to be used for anchorages for which requirements for mechanical

resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of Council Directive 89/106 EEC shall be fulfilled and failure of anchorages made with these products would cause risk to human life and/or lead to considerable economic consequences. Safety in case of fire (Essential Requirement 2) is not covered in this European technical approval. The anchor is to be used only for anchorages subject to static or quasi-static loading in reinforced or unreinforced normal weight c oncrete of strength classes C20/25 at minimum and C50/60 at most according to EN 206:2000-12.

The anchor may be anchored in cracked and non-cracked concrete. The anchor may be installed in dry or wet concrete; it must not be installed in flooded holes. The anchor may be used in the following temperature ranges:

- Temperature range I: -40 °C to +40 °C (max long term temperature +24 °C and max short term temperature +40 °C)

- Temperature range II: -40 °C to +80 °C (max long term temperature +50 °C and max short term temperature +80 °C)

- Temperature range III: -40 °C to +120 °C (max long term temperature +72 °C and max short term temperature +120 °C)

Anchor rods HIT-Z (galvanised steel): The anchor rod (including nut and washer) m ade of galvanised steel may only be used in structures subject to dry internal conditions.

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Anchor rods HIT-Z-R (stainless steel 1.4401, 1.4404): The anchor rod (including nut and washer) made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine envir onment), or exposure in permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating imme rsion in seawater or the splash zone of seawater, chloride atmosphere of indoor sw imming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

The provisions made in this European technical approval are based on an assumed intended working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

2 Characteristics of product and methods of verification

2.1 Characteristics of product The anchor corresponds to the drawings and prov isions given in Annexes 1, 2 and 4. The characteristic material values, dimensions and tolerances of the anchor not indicated in Annexes 1, 2 and 4 shall correspond to the respective values laid down in the technical documentation7 of this European technical approval. The characteristic values for the design of anchorages are given in Annexes 8 to 10. Each anchor rod shall be marked according to Annex 1 with the identifying mark of the manufacturer, with the anchor size, with the anchorage depth, with the maximum fixture thickness and with the letters "HIT-Z" for galvanised steel or "HIT-Z-R" for stainless steel respectively.

The two components of the injection mortar are delivered in unmixed condition in foil packs of sizes 330 ml or 500 ml according to Annex 1. Each foil pack is marked with the identifying mark "HY 200-R", with the batch number and expiry date.

2.2 Methods of verification The assessment of fitness of t he anchor for the intended use in relation to the requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the "Guideline for European technical approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 5 "Bonded anchors" on the basis of Option 1. In addition to the specific clauses relating to dangerous substances contained in this European technical approval, there may be other requirement s applicable to the products falling within its scope (e.g. transposed European legislation and nat ional laws, regulations and administrative provisions). In order to meet the provisions of the EU Construction Pr oducts Directive, these requirements need also to be complied with, when and where they apply.

7 The technical documentation of this European technical appr oval is deposited at the Deutsches Institut für Bautechnik

and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over to the approved bodies.

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3 Evaluation and attestation of conformity and CE marking

3.1 System of attestation of conformity According to the decision 96/582/EG of the European Commission 8 the system 2(i) (referred to as System 1) of attestation of conformity applies. This system of attestation of conformity is defined as follows: System 1: Certification of the conformity of the product by an approved certification body on the basis of: (a) Tasks for the manufacturer:

(1) factory production control; (2) further testing of samples taken at the factory by the manufacturer in accordance

with a prescribed control plan. (b) Tasks for the approved body:

(3) initial type-testing of the product; (4) initial inspection of factory and of factory production control; (5) continuous surveillance, assessment and approval of factory production control.

Note: Approved bodies are also referred to as "notified bodies".

3.2 Responsibilities 3.2.1 Tasks of the manufacturer 3.2.1.1 Factory production control

The manufacturer shall exercise permanent inter nal control of producti on. All the elements, requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system shall insure that the product is in conformity with this European technical approval. The manufacturer may only use initial / raw / constituent materials stated in the technical documentation of this European technical approval. The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European technical approval . The control plan is laid down in the context of the factory production control system operated by the manufacturer and deposited at Deutsches Institut für Bautechnik.9

The results of factory production control shall be recorded and evaluated in accordance with the provisions of the control plan.

3.2.1.2 Other tasks of manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down in section 3.2.2. For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall be handed over by the manufacturer to the approved body involved. The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval.

8 Official Journal of the European Communities L 254 of 08.10.1996 9 The control plan is a confidential part of the document ation of the European technical approval, but not published

together with the European technical approval and only handed over to the approved body involved in the procedure of attestation of conformity. See section 3.2.2.

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3.2.2 Tasks of approved bodies The approved body shall perform the following tasks in accordance with the provisions laid down in the control plan: - initial type-testing of the product, - initial inspection of factory and of factory production control, - continuous surveillance, assessment and approval of factory production control. The approved body shall retain the essential points of its actions referred to above and state the results obtained and conclusions drawn in a written report. The approved certification body in volved by the manufacturer sha ll issue an EC certificate of conformity of the product stating the conformity with the provisions of this European technical approval. In cases where the provisions of the European technical approval and its "control plan" are no longer fulfilled the certification body shall withdraw the certific ate of conformity and inform Deutsches Institut für Bautechnik without delay.

3.3 CE marking The CE marking shall be affixed on each packaging of anchors. The letters "CE" shall be followed by the identification number of the approved certification body, where relevant, and be accompanied by the following additional information: - the name and address of the producer (legal entity responsible for the manufacturer), - the last two digits of the year in which the CE marking was affixed, - the number of the EC certificate of conformity for the product, - the number of the European technical approval, - the number of the guideline for European technical approval, - use category (ETAG 001-1 Option 1), - size.

4 Assumptions under which the fitness of the product for the intended use was favourably assessed

4.1 Manufacturing The anchor is manufactured in accordance with the provisions of the European technical approval using the automated manufac turing process as identified in the inspection of the plant by the Deutsches Institut für Bautechnik and the approved body and laid down in the technical documentation. The European technical approval is iss ued for the product on the basis of agreed data/information, deposited with D eutsches Institut für Bautechnik, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to Deutsches Institut für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide whether or not such changes affect the European technical approval and consequently the validity of the CE marking on the basis of the European technical approval and if so whether further assessment or alterations to the European technical approval shall be necessary.

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4.2 Design of anchorages The fitness of the anchor for the intended use is given under the following conditions: The anchorages are designed in accordance with the EOTA Technical Report TR 029 "Design of bonded anchors" 10 under the responsibility of an engi neer experienced in anchorages and concrete work. Verifiable calculation notes and drawings ar e prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to reinforcement or to supports, etc.).

4.3 Installation of anchors The fitness for use of the anchor can only be assumed if the anchor is installed as follows: - anchor installation carried out by appropriately qualified personnel and under the supervision

of the person responsible for technical matters of the site, - anchor installation in accordance with the manufacturer’s specifications and drawings using

the tools indicated in the technical documentation of this European technical approval, - use of the anchor only as supplied by the manufacturer without exchanging the components

of an anchor, - checks before placing the anchor to ensure that the strength class of the concrete in which

the anchor is to be placed is in the range given and is not lower than that of the concrete to which the characteristic loads apply,

- check of concrete being well compacted, e.g. without significant voids, - edge distance and spacing not less than the specified values without minus tolerances, - positioning of the drill holes without damaging the reinforcement, - drilling by hammer-drilling or diamond coring, - in case of aborted drill hole: the drill hole shall be filled with mortar, - the anchor must not be installed in flooded holes, - keeping the installation instructions given in Annexes 5 to 7, - the installation temperature of the mortar s hall be at least +5 °C; during curing of the

chemical mortar the temperature of the concrete must not fall below +5 °C; observing the curing time according to Annex 7, Table 4 until the anchor may be loaded,

- The torque moments given in Annex 2 must be observed.

5 Indications to the manufacturer

5.1 Responsibility of the manufacturer The manufacturer is responsible to ensure that the information on the specific conditions

according to 1 and 2 including Annexes referred to and 4.2, 4.3 and 5.2 is given to those who are concerned. This information may be made by reproduction of the respective parts of the European technical approval. In addition all inst allation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s).

10 The Techncial Report TR 029 "Design of bonded anchors" is published in English on EOTA website www.eota.eu.

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The minimum data required are: - drill bit diameter, - hole depth, - diameter of anchor rod; - maximum thickness of the fixture; - information on the installation procedure, in cluding cleaning of the hole with the cleaning

equipments, preferably by means of an illustration, - anchor component installation temperature, - ambient temperature of the concrete during installation of the anchor, - admissible working time of the mortar, - curing time until the anchor may be loaded as a f unction of the ambient temperature in the

concrete during installation, - maximum torque moment, - identification of the manufacturing batch,

All data shall be presented in a clear and explicit form.

5.2 Packaging, transport and storage The foil packs shall be protected against sun radiation and shall be stored according to the

manufacturer's installation instructions in dry condi tion at temperatures of at least +5 °C to not more than +25 °C.

Foil packs with expired shelf life must no longer be used. The anchor shall only be packaged and supplied as a complete unit. Foil packs may be packed

separately from metal parts.

Georg Feistel beglaubigt: Head of Department Baderschneider

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Injektionssystem Hilti HIT-HY 200-R Handelsbezeichnung Trade name I njection system Hilti HIT-HY 200-R

Zulassungsinhaber

Holder of approval Hilti AG Feldkircherstraße 100 9494 Schaan


Verbunddübel mit Gewindestangen, Betonstahl, Innengewindehülsen nd Hilti Zuganker HZA zur Verankerung im Beton u


Bonded anchor with threaded rods, rebar, internal threaded sleeves nd HIlti tension anchor HZA for use in concrete a

Geltungsdauer:

Validity: vom from 6 February 2012

bis to 6 February 2017


Manufacturing plant






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Page 2 of 32 | 6 February 2012


1 This European technical approval is issued by D eutsches Institut für Bautechnik in accordance with:

- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products1, modified by Council Directive 93/68/EEC 2 and Regulation (EC) N° 1882/2003 of the European Parliament and of the Council3;




2 Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European technical approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the pr oducts to the European technical approval and for their fitness for the intended use remains with the holder of the European technical approval.


4 This European technical approval may be withdraw n by Deutsches Institut für Bautechnik, in particular pursuant to information by the Co mmission according to Article 5(1) of Council Directive 89/106/EEC.

5 Reproduction of this European technical approval including transmission by electronic means shall be in full. However, partial reproducti on can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval.

6 The European technical approval is issued by t he approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such.


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1 Definition of product and intended use

1.1 Definition of the construction product The Injection System Hilti HIT-HY 200-R is a bonded anchor consisting of injection mortar Hilti

HIT-HY 200-R and a steel element. The injection mortar Hilti HIT-HY 200-R is delivered in foil packs acc. to Annex 1. The steel elements are made of zinc coated st eel (threaded rod HIT-V, internal sleeve HIS-N,

tension anchor HZA), reinforcing bar, stainle ss steel (threaded rod HIT-V-R, internal sleeve HIS-RN or tension anchor HZA-R) or high co rrosion resistant steel (threaded rods HIT-V-HCR or tension anchor HZA-HCR).

The steel element is placed into a drilled hole f illed with injection mortar and is anchored via the bond between metal part, injection mortar and concrete.

An illustration of the product and intended use is given in Annexes 1 and 2.

1.2 Intended use The anchor is intended to be used for anchorages for which requirements for mechanical

resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of Council Directive 89/106 EEC shall be fulfilled and failure of anchorages made with these products would cause risk to human life and/or lead to considerable economic consequences. Safety in case of fire (Essential Requirement 2) is not covered in this European technical approval. The anchor is to be used only for anchorages subject to static or quasi-static loading in reinforced or unreinforced normal weight c oncrete of strength classes C20/25 at minimum and C50/60 at most according to EN 206:2000-12.

The anchor may be used in cracked and non-cracked concrete. The anchor may be installed in dry or wet concrete; it must not be installed in flooded holes. The anchor may be used in the following temperature ranges:

- Temperature range I: -40 °C to +40 °C (max long term temperature +24 °C and max short term temperature +40 °C) - Temperature range II: -40 °C to +80 °C (max long term temperature +50 °C and max short term temperature +80 °C) - Temperature range III: -40 °C to +120 °C (max long term temperature +72 °C and

max short term temperature +120 °C) Elements made of zinc coated st eel (threaded rods HIT-V, inte rnal sleeve HIS-N, tension

anchor HZA): The element made of electroplated or hot -dipped galvanised steel may only be used in

structures subject to dry internal conditions.

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Elements made of stainless steel (threaded rods HIT-V-R, internal sleeve HIS-RN, tension anchor HZA-R):

The element made of stainless steel 1. 4401, 1.4404, 1.4578, 1.4571, 1.4439 or 1.4362 may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industria l and marine environment), or exposure to permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphur ization plants or road tunnels where de-icing materials are used).

Elements made of high corrosion resistant steel (threaded rods HIT-V-HCR, tension Anchor HZA-HCR):

The element made of high corrosion resistant steel 1.4529 or 1.4565 may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure, in permanently damp internal conditions or in other particular aggressive conditions. Such particular aggressive conditions are e. g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

Elements made of reinforcing bars: Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA

Technical Report TR 029 only. Such applications are e.g. concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and compression forces with the foundation, where the reinforci ng bars act as dowels to take up shear forces. Connections with post-installed reinforcing bars in concrete structures designed in accordance with EN 1992-1-1:2004 are not covered by this European technical approval.

The provisions made in this European technical approval are based on an assumed working life of the anchor of 50 years. The indications giv en on the working life cannot be interpreted as a guarantee given by the producer, but are to be r egarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

2 Characteristics of the product and methods of verification

2.1 Characteristics of the product The anchor corresponds to the drawings and pr ovisions given in Annexes 3 to 7. The characteristic material values, dimensions and tolerances of the anchor not indicated in Annexes 3 to 7 shall correspond to the respec tive values laid down in the technical documentation7 of this European technical approval.

The characteristic values for the design of anchorages are given in Annexes 12 to 23. The two components of the injection mortar Hilti HIT-HY 200-R are delivered in unmixed

condition in foil packs of sizes 330 ml or 500 ml according to Annex 1. Each foil pack is marked with the identifying mark "HY 200-R", with the batch number and expiry date.

7 The technical documentation of this European technical appr oval is deposited at the Deutsc hes Institut für Bautechnik


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Each threaded rod HIT-V is marked with the marking of steel grade and length in accordance with Annex 3. Each threaded rod made of stainless steel is marked with the additional letter "R". Each threaded rod made of high corrosion resistant steel is marked with the additional letter "HCR".

Each internal sleeve made of zinc coated steel is marked with "Hilti HIS-N" according to Annex 4. Each internal sleeve made of stainle ss steel is marked with "Hilti HIS-RN" according to Annex 4.

Each Tension anchor made of stainless steel is marked with "HZA-R", the thread size and maximum thickness of fixture according to Annex 6. Each Tension anchor made of high corrosion resistance steel is marked with "HZA -HCR", the thread size and maximum thickness of fixture according to Annex 6.

Elements made of reinforcing bar shall comply with the specifications given in Annex 5. The marking of embedment depth may be done on jobsite.

2.2 Methods of verification The assessment of fitness of the anchor for t he intended use in relation to the requirements for

mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the "Guideline for European technical approval of Metal Anchors for use in concrete ", Part 1 "Anchors in general" and Part 5 "Bonded anchors", on the basis of Option 1.

In addition to the specific clauses relating to dangerous substances contained in this European technical approval, there may be other requirement s applicable to the products falling within its scope (e.g. transposed European legislation and nat ional laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply.


3.1 System of attestation of conformity According to the Decision 96/ 582/EG of the European Commission 8 system 2(i) (referred to as

System 1) of the attestation of conformity applies. This system of attestation of conformity is defined as follows: System 1: Certification of the conformity of the product by an approved certification body on

the basis of: (a) Tasks for the manufacturer:

(1) factory production control; (2) further testing of samples taken at the factory by the manufacturer in accordance

with a prescribed control plan; (b) Tasks for the approved body:

(3) initial type–testing of the product; (4) initial inspection of factory and of factory production control; (5) continuous surveillance, assessment and approval of factory production control.


8 Official Journal of the European Communities L 254 of 08.10.1996

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3.2 Responsibilities 3.2.1 Tasks for the manufacturer 3.2.1.1 Factory production control The manufacturer shall exercise permanent inte rnal control of producti on. All the elements,

requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system shall insure that the product is in conformity with this European technical approval.

The manufacturer may only use initial/raw/constituent materials stated in the technical documentation of this European technical approval.

The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European technical approval . The control plan is laid down in the context of the factory production control system operated by the manufacturer and deposited at Deutsches Institut für Bautechnik.9


3.2.1.2 Other tasks for the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the

tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down in section 3.2.2 For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall be handed over by the manufacturer to the approved body involved.

The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval.

3.2.2 Tasks for the approved bodies The approved body shall perform the

- initial type-testing of the product, - initial inspection of factory and of factory production control, - continuous surveillance, assessment and approval of factory production control,

in accordance with the provisions laid down in the control plan. The approved body shall retain the essential points of its actions referred to above and state the

results obtained and conclusions drawn in a written report. The approved certification body in volved by the manufacturer sha ll issue an EC certificate of

conformity of the product stating the conformity with the provisions of this European technical approval.

In cases where the provisions of the European technical approval and its control plan are no longer fulfilled the certification body shall withdraw the certific ate of conformity and inform Deutsches Institut für Bautechnik without delay.

3.3 CE marking The CE marking shall be affixed on each packaging of the anchor. The letters ”CE” shall be

followed by the identification number of the approved certification body, where relevant, and be accompanied by the following additional information: - the name and address of the producer (legal entity responsible for the manufacture), - the last two digits of the year in which the CE marking was affixed,

9 The control plan is a confidential part of the Eur opean technical approval and only handed over to the approved body

involved in the procedure of attestation of conformity. See section 3.2.2.

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- the number of the EC certificate of conformity for the product, - the number of the European technical approval, - the number of the guideline for European technical approval, - use category (ETAG 001-1, Option 1), - size.


4.1 Manufacturing The European technical approval is iss ued for the product on the basis of agreed

data/information, deposited at Deutsches Institut für Bautechni k, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to Deutsches Institut für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide whether or not such changes affect the approval and consequently the validity of the CE marking on the basis of the approval and if so whether further assessment or alterations to the approval shall be necessary.

4.2 Design of anchorages The fitness of the anchor for the intended use is given under the following conditions: The anchorages are designed in accordance with the EOTA Technical Report TR 029 "Design

of bonded anchors" 10 under the responsibility of an engi neer experienced in anchorages and concrete work.

Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA Technical Report TR 029 only. The basic assu mptions for the design according to anchor theory shall be observed. This includes the consideration of tension and shear loads and the corresponding failure modes as well as the assumption that the base material (concrete structural element) remains ess entially in the serviceability limit state (either non-cracked or cracked) when the connection is loaded to failure. Such applications are e.g. concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and compression forces with the foundation, where the reinforcing bars act as dowels to take up shear forces. Connections with reinforcing bars in concrete structures designed in accordance with EN1992-1-1:2004 (e.g. connection of a wall loaded with tension forces in one layer of the reinforcement with the foundation) are not covered by this European technical approval.

Material and required strength class of the fastening screws or threaded rods shall be specified in accordance with Annex 7.

The minimum and maximum thread engagement length h s of the fastening screw or the threaded rod for installation of the fixture shall meet the requirements a ccording to Annex 4, Table 2. The length of the fastening screw or the threaded rod shall be determined depending on thickness of fixture, admissible toler ances, available thread length and minimum and maximum thread engagement length hs.

Verifiable calculation notes and drawings ar e prepared taking account of the loads to be anchored.

The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to reinforcement or to supports, etc.).

10 The Techncial Report TR 029 "Design of bonded anchors" is published in English on EOTA website www.eota.eu.

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4.3 Installation of anchors The fitness for use of the anchor can only be assumed if the anchor is installed as follows:

- anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters of the site,

- anchor installation in accordance with the manufacturer’s specifications and drawings using the tools indicated in the technical documentation of this European technical approval,

- use of the anchor only as supplied by the manufacturer without exchanging the components of an anchor,

- commercial standard threaded rods, washers and hexagon nuts may also be used if the following requirements are fulfilled: • material, dimensions and mechanical properties of the metal parts according to the

specifications given in Annex 7, Table 5, • confirmation of material and mechanical proper ties of the metal parts by inspection

certificate 3.1 according to EN 10204:2004, the documents should be stored, • marking of the threaded rod with the env isage embedment depth. This may be done by

the manufacturer of the rod or the person on jobsite. - checks before placing the anchor to ensure that the strength class of the concrete in which

the anchor is to be placed is in the range given and is not lower than that of the concrete to which the characteristic loads apply,

- check of concrete being well compacted, e.g. without significant voids, - marking and keeping the effective anchorage depth, - edge distance and spacing not less than the specified values without minus tolerances, - positioning of the drill holes without damaging the reinforcement, - drilling by hammer-drilling only, - in case of aborted drill hole: the drill hole shall be filled with mortar, - the anchor must not be installed in flooded holes, - keeping the installation instructions given in Annexes 8 to 11, - the installation temperature of the mortar s hall be at least +5 °C; during curing of the

chemical mortar the temperature of the conc rete must not fall below -10 °C; observing the curing time according to Annex 12, Table 7 until the anchor may be loaded,

- fastening screws or threaded rods (including nut and washer) for the internal sleeves HIS-(R)N must be made of appropriate steel grade and property class,

- installation torque moments are not required for functioning of the anchor. However, the torque moments given in Annexes 3, 4 and 6 must not be exceeded.

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5 Recommendations concerning packaging, transport and storage

5.1 Responsibility of the manufacturer The manufacturer is responsible to ensure that the information on the specific conditions

according to 1 and 2 including Annexes referred to as well as sections 4.2 and 4.3 is given to those who are concerned. This information ma y be made by reproduction of the respective parts of the European technical approval.

In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s).

The minimum data required are: - drill bit diameter, - hole depth, - diameter of anchor rod, - minimum effective anchorage depth, - information on the installation procedure, in cluding cleaning of the hole with the cleaning

equipments, preferably by means of an illustration, - anchor component installation temperature, - ambient temperature of the concrete during installation of the anchor, - admissible processing time (open time) of the mortar, - curing time until the anchor may be loaded as a f unction of the ambient temperature in the

concrete during installation, - maximum torque moment, - identification of the manufacturing batch,


5.2 Packaging, transport and storage The foil packs shall be protected against sun radiation and shall be stored according to the

manufacturer's installation instructions in dry condi tion at temperatures of at least +5 °C to not more than +25 °C.

Foil packs with expired shelf life must no longer be used. The anchor shall only be packaged and supplied as a complete unit. Foil packs may be packed

separately from metal parts. Georg Feistel beglaubigt: Head of Department G. Lange

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Injektionssystem Hilti HIT-HY 200-R für Bewehrungsanschlüsse Handelsbezeichnung Trade name I njection System Hilti HIT-HY 200-R for rebar connection

Zulassungsinhaber

Holder of approval Hilti Aktiengesellschaft Business Unit Anchors 9494 Schaan


Nachträglich eingemörtelter Bewehrungsanschluss mit Hilti njektionsmörtel HIT-HY 200-R I


P ost-installed rebar connection with Hilti injection mortar HIT-HY 200-R

Geltungsdauer:

Validity: vom from 6 February 2012

bis to 6 February 2017


Manufacturing plant






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182




1 This European technical approval is issued by Deutsches Institut für Bautechnik in accordance with:

- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products1, modified by Council Directive 93/68/EEC2 and Regulation (EC) N° 1882/2003 of the European Parliament and of the Council3;




2 Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European technical approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products to the European technical approval and for their fitness for the intended use remains with the holder of the European technical approval.


4 This European technical approval may be withdrawn by Deutsches Institut für Bautechnik, in particular pursuant to information by the Commission according to Article 5(1) of Council Directive 89/106/EEC.

5 Reproduction of this European technical approval including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval.

6 The European technical approval is issued by the approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such.


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1 Definition of the product and intended use

1.1 Definition of the construction product The subject of this approval is the post-installed connection, by anchoring or overlap connection joint, of reinforcing bars (rebars) in existing structures made of normal weight concrete, using the Hilti injection mortar HIT-HY 200-R in accordance with the regulations for reinforced concrete construction. Reinforcing bars made of steel with a diameter ds from 8 to 32 mm according to Annex 4 or the Hilti tension anchor HZA-R or HZA-HCR sizes 12, 16 and 20 according to Annex 6 and Hilti injection mortar HIT-HY 200-R are used for rebar connections. The steel element is placed into a drilled hole filled with injection mortar and is anchored via the bond between embedded element, injection mortar and concrete.

1.2 Intended use The rebar connection may be used in normal weight concrete of a minimum grade of C12/15 and maximum grade C50/60 according to EN 206-1:2000. It may be used in non-carbonated concrete with the allowable chloride content in concrete of 0.40% (CL 0.40) related to the cement content according to EN 206-1. Rebar connections with reinforcing bars and tension anchor HZA-R or HZA-HCR may be used for predominantly static loads. The fire resistance of post-installed rebar connections is not covered by this European technical approval. Fatigue, dynamic or seismic loading of post-installed rebar connections are not covered by this European technical approval. Rebar connections may only be carried out in a manner, which is also possible with cast-in straight reinforcing bars, e.g. those in the following applications (see Annex 2): - an overlap joint with existing reinforcement in a building component (Figures 1 and 2), - anchoring of the reinforcement at a slab or beam support, (e.g. according to Figure 3: end

support of a slab, designed simply supported, as well as an appropriate general reinforcement for restraint forces),

- anchoring of reinforcement of building components stressed primarily in compression (Figure 4),

- anchoring of reinforcement to cover the envelope line of tensile force in the bending member (Figure 5).

The post-installed rebar connections may be used in the temperature range of -40 °C to +80 °C (max short term temperature +80 °C and max long term temperature +50 °C). This European technical approval covers anchoring in bore holes made with hammer drilling or compressed air drilling. The post-installed rebar connection may be installed in dry or wet concrete. It must not be installed in flooded holes. Rebar connections with the tension anchor HZA-R or HZA-HCR may be used for the transmission of tensile forces in the direction of the bar axis only. The transmission of shear forces has to be ensured by appropriate measures. Examples for the application are given in Annex 3, Figure 6 to Figure 8.

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- The tension anchor HZA-R made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure to permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

- The tension anchor HZA-HCR made of high corrosion resistant steel 1.4529 may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure, in permanently damp internal conditions or in other particular aggressive conditions. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

The provisions made in this European technical approval are based on an assumed working life of the post-installed rebar connection of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

2 Characteristics of the product and methods of verification

2.1 Characteristics of the product The post-installed rebar connection corresponds to the drawings and provisions given in Annexes 1 to 7. The characteristic material values, dimensions and tolerances not indicated in Annexes 1 to 7 shall correspond to the respective values laid down in the technical documentation7 of this European technical approval.

The two components of the injection mortar Hilti HIT-HY 200-R are delivered in unmixed condition in foil packs of sizes 330 ml or 500 ml according to Annex 1. Each foil pack is marked with the identifying mark "HY 200-R", with the batch number and expiry date. The rebar shall comply with the specifications given in Annex 4. The tension anchor HZA-R and HZA-HCR shall comply with the specifications given in Annex 6. Each tension anchor with connecting thread made of stainless steel is marked with the letters "HZA-R" according to Annex 6. Each rebar anchor with connecting thread made of high corrosion resistant steel is marked with the letters "HZA-HCR" according to Annex 6.

2.2 Methods of verification The assessment of fitness of the post-installed rebar connection for the intended use in relation to the requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the "Guideline for European technical approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 5 "Bonded anchors" and EOTA Technical Report TR 023 "Assessment of post-installed rebar connections"8.

7 The technical documentation of this European technical approval is deposited at the Deutsches Institut für Bautechnik


8 The Technical Report TR 023 "Assessment of post-installed rebar connections" is published on EOTA website www.EOTA.eu.

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In addition to the specific clauses relating to dangerous substances contained in this European technical approval, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply.


3.1 System of attestation of conformity According to the Decision 96/582/EC of the European Commission9 system 2(i) (referred to as

System 1) of the attestation of conformity applies. This system of attestation of conformity is defined as follows:

System 1: Certification of the conformity of the product by an approved certification body on the basis of:

(a) Tasks for the manufacturer: (1) factory production control; (2) further testing of samples taken at the factory by the manufacturer in accordance

with a prescribed test plan; (b) Tasks for the approved body:

(3) initial type-testing of the product; (4) initial inspection of factory and of factory production control; (5) continuous surveillance, assessment and approval of factory production control.


3.2 Responsibilities 3.2.1 Tasks for the manufacturer 3.2.1.1 Factory production control The manufacturer shall exercise permanent internal control of production. All the elements,

requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system shall insure that the product is in conformity with this European technical approval.

The manufacturer may only use initial/raw/constituent materials stated in the technical documentation of this European technical approval.

The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European technical approval. The control plan is laid down in the context of the factory production control system operated by the manufacturer and deposited with Deutsches Institut für Bautechnik.10


9 Official Journal of the European Communities L 254 of 08.10.1996 10 The control plan is a confidential part of the European technical approval and only handed over to the approved body

involved in the procedure of attestation of conformity. See section 3.2.2.

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3.2.1.2 Other tasks for the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the

tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down in section 3.2.2 For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall be handed over by the manufacturer to the approved body involved.

The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval.

3.2.2 Tasks for the approved bodies The approved body shall perform the

- initial type-testing of the product, - initial inspection of factory and of factory production control, - continuous surveillance, assessment and approval of factory production control,

in accordance with the provisions laid down in the control plan. The approved body shall retain the essential points of its actions referred to above and state the

results obtained and conclusions drawn in a written report. The approved certification body involved by the manufacturer shall issue an EC certificate of

conformity of the product stating the conformity with the provisions of this European technical approval.

In cases where the provisions of the European technical approval and its control plan are no longer fulfilled the certification body shall withdraw the certificate of conformity and inform Deutsches Institut für Bautechnik without delay.

3.3 CE marking The CE marking shall be affixed on each packaging of the injection mortar. The letters "CE"

shall be followed by the identification number of the approved certification body, where relevant, and be accompanied by the following additional information: - the name and address of the producer (legal entity responsible for the manufacture), - the last two digits of the year in which the CE marking was affixed, - the number of the EC certificate of conformity for the product, - the number of the European technical approval, - the number of the guideline for European technical approval.


4.1 Manufacturing The European technical approval is issued for the product on the basis of agreed

data/information, deposited with Deutsches Institut für Bautechnik, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to Deutsches Institut für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide whether or not such changes affect the approval and consequently the validity of the CE marking on the basis of the approval and if so whether further assessment or alterations to the approval shall be necessary.

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4.2 Drafting Rebar connections must be designed in keeping with good engineering practice. Considering

the loads to be anchored, design calculations and design drawings must be produced which can be checked. At least the following items must be stated in the design drawings: - grade of concrete strength, - diameter, drilling technique, concrete cover, spacing and embedment depth of the rebar, - length lv and length for markings lm on the injection extension according to Annex 16, - Use of a drill aid for anchorages close to the edge (see Annex 10), - kind of preparation of the joint between building component being connected including the

diameter and thickness of concrete layer that has to be removed.

4.3 Design 4.3.1 General

The actual position of the reinforcement in the existing structure shall be determined on the basis of the construction documentation and taken into account when designing. The design of post-installed rebar connections according to Annex 2 and determination of the internal section forces to be transferred in the construction joint shall be verified in accordance with EN 1992-1-1:2004. When ascertaining the tensile force in the rebar, allowance shall be made for the statically effective height of the bonded-in reinforcement. Tension anchor HZA-R or HZA-HCR according to Annex 6 shall be designed for the welded-on reinforcement steel B500B. The length of the bonded-in shaft made of stainless steel may not be accounted as anchorage.

The verification of the immediate local force transfer to the concrete has been provided. The verification of the transfer of the loads to be anchored to the building component shall be

provided. The spacing between post-installed rebars respectively tension anchor HZA-R or HZA-HCR

shall be greater than the minimum of 5 ds and 50 mm (see Annex 5and 7). 4.3.2 Determination of the basic anchorage length

The required basic anchorage length lb,rqd shall be determined in accordance with EN 1992-1-1, Section 8.4.3:

lb,rqd = (ds / 4) (σsd / fbd)

with: ds = diameter of the rebar σsd = calculated design stress of the rebar fbd = design value of bond strength according to Annex 8, Table 5

in consideration of the coefficient related to the quality of bond conditions and of the coefficient related to the bar diameter and of the drilling technique

4.3.3 Determination of the design anchorage length The required design anchorage length lbd shall be determined in accordance with EN 1992-1-1, Section 8.4.4:

lbd = α 1·α 2·α 3·α 4·α 5 lb,rqd ≥ lb,min

with: lb,rqd = according to section 4.3.2 α 1 = 1.0 for straight bars α 2 = 0.7…1.0 calculated acc. to EN 1992-1-1, Table 8.2 α 3 = 1.0 because of no transverse reinforcement α 4 = 1.0 because of no welded transverse reinforcement

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α 5 = 0.7…1.0 for influence of transverse pressure acc. to EN 1992-1-1, Table 8.2 lb,min = minimum anchorage length acc. to EN 1992-1-1

= max 0.3 lb,rqd; 10ds; 100 mm under tension

= max 0.6 lb,rqd; 10ds; 100 mm under compression

The maximum permissible anchorage depth is given in Annex 8 in relation to the dispenser to be used.

4.3.4 Overlap joints The required design lap length l0 shall be determined in accordance with EN 1992-1-1, Section 8.7.3:

l0 = α 1·α 2·α 3·α 5·α 6 lb,rqd ≥ l0,min

with: lb,rqd = according to Section 4.3.2 α 1 = 1.0 for straight bars α 2 = 0.7…1.0 calculated acc. to EN 1992-1-1, Table 8.2 α 3 = 1.0 because of no transverse reinforcement α 5 = 0.7…1.0 for influence of transverse pressure acc. to EN 1992-1-1, Table 8.2 α 6 = 1.0…1.5 for influence of percentage of lapped bars relative to the total

cross-section area acc. to EN 1992-1-1, Table 8.3 l0,min = minimum lap length acc. to EN 1992-1-1

= max 0.3·α 6 lb,rqd; 15ds; 200 mm

The maximum permissible anchorage depth is given in Annex 8 in relation to the dispenser and the bar diameter to be used.

4.3.5 Embedment depth for overlap joints Overlap joint for rebars: For calculation of the effective embedment depth of overlap joints the concrete cover at end-face of bonded-in rebar c1 shall be considered (see Annex 5, Figure 10):

lv ≥ l0 + c1

with: l0 = required lap length acc. to Section 4.3.4 and to EN 1992-1-1 c1 = concrete cover at end-face of bonded-in rebar (see Annex 5)

If the clear distance between the overlapping rebars is greater than 4 ds the lap length shall be enlarged by the difference between the clear distance and 4 ds. Overlap joint for tension anchor HZA-R or HZA-HCR: The effective embedment depth is the same like the lap length lv = l0 (see Annex 7, Figure 12). The total embedment depth le.ges shall be determined as follows (see Annex 7, Figure 12): le.ges ≥ l0 + le

with: l0 = required lap length acc. to Section 4.3.4 and to EN 1992-1-1 le = length of the smooth shaft (le > c1 see also Annex 7), If the clear distance between overlapping rods exceeds 4 ds, the overlap length shall be increased by the difference between the actual clear distance and 4 ds.

4.3.6 Concrete cover The concrete cover required for bonded-in rebars and tension anchor HZA-R or HZA-HCR is shown in Annex 8, Table 3, in relation to the drilling method and the hole tolerance.

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Furthermore the minimum concrete cover given in EN 1992-1-1, Section 4.4.1.2 shall be observed.

4.3.7 Transverse reinforcement The requirements of transverse reinforcement in the area of the post-installed rebar connection

or of the tension anchor HZA-R or HZA-HCR connection shall comply with EN 1992-1-1, Section 8.7.4.

4.3.8 Connection joint The transfer of shear forces between new concrete and existing structure shall be designed

according to EN 1992-1-1. The joints for concreting must be roughened to at least such an extent that aggregate protrude.

In case of a carbonated surface of the existing concrete structure the carbonated layer shall be removed in the area of the post-installed rebar connection with a diameter of ds + 60 mm prior to the installation of the new rebar. The depth of concrete to be removed shall correspond to at least the minimum concrete cover for the respective environmental conditions in accordance with EN 1992-1-1. The foregoing may be neglected if building components are new and not carbonated and if building components are in dry conditions.

4.4 Installation The fitness for use of the post-installed rebar connection can only be assumed if the rebar

respectively the tension anchor HZA-R or HZA-HCR is installed as follows: - the installation of post-installed rebar respectively tension anchor HZA-R or HZA-HCR shall

be done only by suitable trained installer and under supervision on site; the conditions under which an installer may be considered as suitable trained and the conditions for supervision on site are up to the Member States in which the installation is done,

- use of the injection system only as supplied by the manufacturer without exchanging the components of the Injection system,

- installation in accordance with the manufacturer’s specifications and drawings using the tools indicated in the technical documentation of this European technical approval,

- checks before rebar installation to ensure that the strength class of the concrete in which the post-installed rebar connection is to be placed is in the range given and is not lower than that of the concrete to which the characteristic loads apply,

- check of concrete being well compacted, e.g. without significant voids, - check the position of the existing rebars (if the position of existing rebars is not known, it

shall be determined using a rebar detector suitable for this purpose as well as on the basis of the construction documentation and then marked on the building component for the overlap joint),

- keeping the anchorage depth as specified in the design drawings, - keeping of concrete cover and spacing as specified in the design drawings, - positioning of the drill holes without damaging the reinforcement, - in case of aborted drill hole the drill hole shall be filled with mortar, - the post-installed rebar connection must not be installed in flooded holes, - the drilling and cleaning of the hole and the installation shall be performed only with the

equipment specified by the manufacturer according to the manufacturer's installation instructions (see Annexes 9 to 17), it shall be ensured that this equipment is available on site and it is used,

- during curing of the injection mortar the temperature of the building component must not be less than -10 °C and no more than +40 °C; observing the curing time given in Annex 17.

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5 Recommendations concerning packaging, transport and storage

5.1 Responsibility of the manufacturer It is in the responsibility of the manufacturer to ensure that the information on the specific

conditions according to sections 1 and 2 including Annexes referred to and section 4 is given to those who are concerned. This information may be made by reproduction of the respective parts of the European technical approval. In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s).

The minimum data required are: - drill bit diameter, - diameter of rebar, - admissible service temperature range, - curing time of the injection mortar, - Installation instructions including cleaning of the drill hole, - reference to any special installation equipment needed, - identification of the manufacturing batch,


5.2 Packaging, transport and storage The mortar foil pack shall be protected against sun radiation and shall be stored according to

the manufacture's installation instructions in dry condition at temperatures of at least +5 °C to not more than +25 °C.

Mortar foil packs with expired shelf life must no longer be used. Georg Feistel beglaubigt: Head of Department G. Lange

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Documents

HY-200-R Full Submittal.pdf