Fixing Design Guide - Spit - · PDF fileFixing Design Guide Issue 2013-2014 Mechanical Anchors Chemical Anchors Rebar Fixings Lightweight Anchors Insulation Anchors

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Issue 2013-2014Mechanical Anchors Chemical Anchors Rebar Fixings Lightweight Anchors Insulation Anchors

Foreword _________________________________________________________________________ 2

Types of anchors _________________________________________________________________ 3

ETAG parts and application range for each anchor type ____________________________ 3

ETAG options _____________________________________________________________________ 3

Terminology ______________________________________________________________________ 4

Safety concept – Design Method according ETA Guideline _________________________ 5

Design actions ____________________________________________________________________ 6Type of load

Design Action calculation

Design resistance _________________________________________________________________ 7Calculation of the design resistance

Characteristic resistance

Calculation of partial safety factor

Design method CC _______________________________________________________________ 8Flowchart

Details to determine of the reduction factor for spacing and edge distances for concrete failure

Influence of edge distance for tensile resistance

Influence of spacing and one edge distance for shear resistance

Combined load __________________________________________________________________ 10

Using CC methodology ___________________________________________________________ 10

Examples ________________________________________________________________________ 12

Rebar design _____________________________________________________________________ 15

Concrete _________________________________________________________________________ 16Concrete strength

Field of usage: cracked or non cracked concrete

Other base material ______________________________________________________________ 18

Steel mechanical properties ______________________________________________________ 18

Dimensions wrench torque / nuts / washers ______________________________________ 19

Corrosion / Atmosphere __________________________________________________________ 20

Solutions for corrosion ___________________________________________________________ 21

Chemical fixings in ceiling ________________________________________________________ 22

Fire resistance ___________________________________________________________________ 23

SPIT laboratory __________________________________________________________________ 32

Anchor selection guide for various base material _________________________________ 33

2

Index

ForewordThe anchor design is carried out according to Method A of ETAG for metallic anchors - Annex C.

This method takes into account the direction of stresses, the different failure types. This method is very precise but as a consequence of that demands a lot of time to make the design calculations.

In order to make the design calculation easier for our users, this technical guide proposes an approximate «method CC» (Concrete Capacity). This method uses the technical specifications stipulated in the ETA’s or the SPIT specifications based on the assessment system of the ETAG.

Suitable anchors type ETA Guideline number Application rangeTORQUE CONTROLLED ETAG n° 001 Part 2 Applications for concrete with high risk level

BONDED ANCHORS: ETAG n° 001 Part 5 Applications for concrete with limited risk level

BONDED ANCHORS : ETAG n° 001 Part 5 - TR n° 023 - Application for rebar connections designed in accordance with Eurocode 2

TORQUE CONTROLLED ETAG n° 001 Part 6 Anchors for multiple use in non-structural EXPANSION ANCHORS applications (typical example include pipework, UNDERCUT ANCHORS ductwork and cable tray) HAMMER SET EXPANSION ANCHORS BONDED ANCHORS LIGHT WEIGHT PLASTIC ANCHORS ETAG n° 014 Anchors for fixing external thermal insulation composite systems with renderingRESISTANCE TO FIRE TR n° 020 Evaluation of anchorages in concrete concerning resistance to fire.

3

Types of anchors

¬ Torque controlled expansion anchor - type A

¬ Hammer set expansion anchor - type B

¬ Undercut anchors - type C

¬ Bonded anchors - type D

¬ Light weight plastic anchors

ETAG part and application range for each anchor type

ETAG optionsG

ener

al

Option Cracked Non C20/25 C20/25 One FRk Design n° and non cracked only to value of according Ccr Scr Cmin Smin method cracked only C50/60 FRk to direction

A

B

C

A

B

C

Terminology

4

Actions

S

S

Resistance of the anchor

R

R

R

F

Type of load

)

)

)

)

Anchors

l2

T

t

Distances

S

S

C

C

Concretes and steel

Ld

d0

heftfix

df

Tinst

hmin

h0

N

V

F

S

C V

C

fcm

fck fuk

SYMBOLS USED

Gen

eral

5

NN

N

V

Safety conceptDesign method according to ETA guideline

V

Sd Rd

Sk

Sd

S < RrecRrec

Rd

Rk

Ru,mMean ultimate resistance


Design resistance

Recommended load

Design load (ELU)Sd=Sk.

Actual load

Rk=Ru.m (1-k.v)

R =recRd

Tensile load

Shear load

N

V

GENERAL

PRINCIPLE OF PARTIAL SAFETY CONCEPT

DIFFERENT TYPES OF FAILURE MODE

Sk

Sd

Rk=Ru.m (1-k.v)

Rd

Rk

Ru,mMean ultimate resistance


Design resistance

Design loadSd=Sk.

Actual load

Sd < Rd

Rd=Rk / M

6

TYPE OF LOADS

Design actions

LOAD

TIME TIME

PULSATING SHOCK ALTERNATIVE

Static or quasi-static loads Dynamic loads

DESIGN ACTION CALCULATION

¬ In the simplest case

F

F

¬ Other cases

Sd = 1.35 x G + 1.5 x Q

Permanent load Variable load

B

0 QB

0 QB

0

0

Sd = F.Sk

7

CALCULATION OF THE DESIGN RESISTANCE

CHARACTERISTIC RESISTANCE

CALCULATION OF PARTIAL SAFETY FACTOR

Design resistance

M Gen

eral

¬

F

¬

A0 2] A 2]

2 2]

¬ For concrete cone failure: = 1 2

1

2:

Tensile load: 2

2

2

Shear load: 2 = 1

¬ For steel failure:

Tensile load: Shear load:

2

2

RR

M=

88

Design method CC

FLOWCHART

Pull out failure Concrete cone failure Steel failure

NRd = min(NRd,p ; NRd,c ; NRd,s)

N = NSd / NRd Concrete edge failure Steel failure

The anchor is suitable for your application

¬ C

om

bin

ed lo

ad¬

Shea

r re

sist

ance

¬ Te

nsi

le r

esis

tance

¬ C

om

bin

ed lo

ad¬

Shea

r re

sist

ance

¬ Te

nsi

le r

esis

tance

Pryout failure

VRd = min(VRd,c ; VRd,cp ; VRd,s)

V = VSd / VRd

Gen

eral

0

V

h>1,5.c

N

c

9

Design method CC

DETAIL TO DETERMINE THE REDUCTION FACTOR FOR SPACING AND EDGE DISTANCES FOR CONCRETE FAILURE

INFLUENCE OF EDGE DISTANCE FOR TENSILE RESISTANCE

c,N

INFLUENCE OF ANCHOR SPACING AND ONE EDGE DISTANCE FOR SHEAR RESISTANCE

s

N

s

V

h>1,5.c

INFLUENCE OF SPACING DISTANCE FOR TENSILE RESISTANCE

¬

¬

Page 3/4

M

Page 4/4 S

Combined load

10

= F ) V = F )

¬ N = N 1

¬ V = V 1

¬ N V

βN βV

≤

βV

βN

N F

V

SPIT TRIGA ZZinc coated steel

3232

SPIT CC- Method (values issued from ETA)

fβ,V INFLUENCE OF SHEAR LOADING DIRECTION

TENSILE in kN SHEAR in kN

¬¬ Pull-out resistance

N N fRd,p = Rd pO

b, .

N

NN00Rd,Rd,cc Design cone resistancDesign cone resistanceeAnchor sizeAnchor size M6M6 M8M8 M1M10 M0 M1212 M1M16 M6 M2020

Non cracked concreteNon cracked concretehef 50 60 70 80 100 125N0Rd,c (C20/25) 11 15 1 7 24 0

Cracked concreteCracked concretehef 50 60 70 80 100 125N0Rd,c (C20/25) 8 1 2 2 33 5� = 5

¬¬ Concrete cone resistance

N N fRd,�= Rd �O

b � � �, ,. . .� �

N

NNRd,sRd,s Steel design tensile resistancSteel design tensile resistanceeAnchor sizeAnchor size M6M6 M8M8 M1M10 M0 M1212 M1M16 M6 M2020NRd,s 1 7 1 5 4 8 1 7�M = 5

¬¬ Steel resistance

N

NN00Rd,Rd,pp Design pull-out resistancDesign pull-out resistanceeAnchor sizeAnchor size M6M6 M8M8 M1M10 M0 M1212 M1M16 M6 M2020

Non cracked concreteNon cracked concretehef 50 60 70 80 100 125N0Rd,ppp (C20/25) - 1 3 - - - -

Cracked concreteCracked concretehef 50 60 70 80 100 125N0Rd,p (C20/25) - - - - - -�M = 5

¬¬ Concrete edge resistance

� � f fRd,�= �Rd �O

b � � � �, , ,. . .β �

V

VVRd,sRd,s Steel design shear resistancSteel design shear resistanceeAnchor sizeAnchor size M6M6 M8M8 M1M10 M0 M1212 M1M16 M6 M2020

Cracked and non cracked concreteCracked and non cracked concreteType V VRd,s 7 1 3 9 8TypeTT E VRd,s 15 24 37 87 9� 25

AngleAngle ββ ��]] ffββ,V,V

0 160 1 170 1 280 1 590 180 2

fB INFLUENCE OF CONCRETE

Concrete clasConcrete class fs fBB Concrete clasConcrete class fs fBB

C25 30 1 C40 507 48

1 0 1 5

¬¬ Steel resistance

V

VV00Rd,Rd,cc Design concrete edge resistancDesign concrete edge resistanceeat minimum edge distance (Cat minimum edge distance (Cmin)min)

Anchor sizeAnchor size M6M6 M8M8 M1M10 M0 M1212 M1M16 M6 M2020

Non cracked concreteNon cracked concretehef 50 60 70 80 100 125Cmin 50 60 70 80 100 150Smin 100 100 160 200 220 300V0Rd,c (C20/25) 4 4 8 9 3 1 2 1

Cracked concreteCracked concretehef 50 60 70 80 100 125Cmin 50 60 70 80 100 150Smin 100 100 160 200 220 300V0Rd,c (C20/25) 4 3 8 6 7 7� = 1 5

NRd = min(NRd,p ; NRd,c ; NRd,s)βN = NSd / NRd � 1

VRd = min(VRd,c ; VRd,s)βV = VSd / VRd � 1

βN1,5 + βV1,5 � 1

3/4

ββ

V90˚

180˚ 0˚

c


33

s INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD

c,N INFLUENCE OF EDGE FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD

s-c,V INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEAR LOAD

¬ For single anchor fastening

¬ For 2 anchors fastening

¬ For other case of fastenings

c

N

V

c

h>1,5.c

s

V

c

h>1,5.c

s

N

SPACING S Reduction factor Ψs

Cracked and non-cracked concreteM6 M8 M10 M12 M16 M20

50607080100125150180210240300375

ΨSef

s

h= +0 5

6,

.

Ψc Nef

c

h, , , .= +0 25 0 5

Ψs c V

c

c

c

c− =,min min

.

Ψs c V

c s

c

c

c− =+

,min min

..

.36

Ψs c Vnc s s s s

n c

c

c−−=

+ + + + +,

min min

. .... .

.3

31 2 3 1

EDGE C Reduction factor Ψc,N

Cracked and non-cracked concreteM6 M8 M10 M12 M16 M20

5060708090100120150170190

Factor Ψs-c,V

Cracked and non-cracked concrete

1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

Ψs-c,V

Cmin

C

Factor Ψs-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,01,52,02,53,03,54,04,55,05,56,0


Cmin

C

Cmin

S

Smin < S < Scr,N

Scr,N = 3.hef

ΨS

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

Ψ

s1

V

c

s2 s3

sn-1

h>1,5.c

4/4

Using CC methodology

11

Gen

eral

Using CC methodologyPhotocopy this form and insert figures for your calculation

Project Description:

TENSILE LOAD SHEAR LOAD

N

N

N

V

V

Concrete cone failure

Pull-out failure

Steel failure Steel failure

Pryout failure

Edge concrete failure (Don’t take into account for group of anchors

without edge influence)

V

N = N0 V = V0

1N = N 1

COMBINED LOAD :N

N V

Ultimate design resistance NRd

NRd = min(NRd,p ; NRd,c ; NRd,s)Ultimate design resistance VRd


V = V0

* If bN + bV > 1,1, we recommend you to check the result with the EXPERT Software or to call our technical support.

Ultimate design action NSd kN Ultimate design action VSd kN

v0

v

N0

Distance C

N = N0

N0 0

Case of single anchor fastening C = C / Cmin = S_C,V =

Case of 2 anchors fastening C = C / Cmin = S_C,V = S = S / Cmin =

Case of 3 anchors fastening and more

C = S1 = S_C,V = S2 = S3 =

C1 = C2 = C3 = C4 =

12

Example: SPIT TRIGA Z V12 anchor

L S1

S2

P1

P2

1

S2

S1

L 1

3

LLG

h

2

4 R

G

P2 P1


N

N

N

V

V


Pull-out failure


Pryout failure



V

N = N0 19,35

V = V0 38,7

1 0,04

N = N 1 0,92

COMBINED OBLIQUE:N

N 44,9

V 58,2


NRd = min(NRd,p ; NRd,c ; NRd,s) 19,35

Ultimate design resistance VRd

VRd = min(VRd,c ; VRd,cp ; VRd,s)38,7


Case of 2 anchors fastening C = C / Cmin = S_C,V = S = S / Cmin =


C = S1 = S_C,V = S2 = S3 =

V = V0


Project:

DESIGN ACTIONS PER ANCHOR:NV

X

C20/25 1

165 mm S1 0,84

220 mm S2 0,96

S2

C1 = C2 = C3 = C4 =

0,92 + 0,04= 0,96 < 1,2

The TRIGA Z V12 Anchor is suitable for this application

Ultimate design action NSd 17,8 kN Ultimate design action VSd 1,75 kN

v0

v

N0

Distance C

N = N0

N0 24

0 48

13

Gen

eral

Example: SPIT FIX Z A4 M10 anchor with minimum embedment

C1

C2


N

N

N

V

V


Pull-out failure


Pryout failure



V

N = N0 5,98

V = V0 5,98

1 0,50N = N 1 0,62

COMBINED LOAD:N

N 14,4

V 12




VRd = min(VRd,c ; VRd,cp ; VRd,s)5,98

Case of single anchors fastening C = C / Cmin = S_C,V =

Case of 2 anchors fastening

C = 100 C / Cmin = 1,5 S_C,V =

S = 105 S / Cmin = 1,6


C = S1 = S_C,V = S2 = S3 =

V = V0 10,5


Project:

DESIGN ACTIONS PER ANCHOR:NV

C20/25 1

105 mm S1 0,92

S2

S2

C1 = 100 mm 1,0

C2 = 100 mm 1,0

C3 = C4 =

0,62 + 0,50 = 1,12 < 1,2

The FIX Z A4 M10 Anchor is suitable for this application

s

C1

C2

Vg

Sd

Ng

Sd

1,28

X

Ultimate design action NSd 2,5 kN Ultimate design action VSd 3 kN

v0 65 mm 4,1

v 1,0

N0 4,0 2,0

1,0 Distance C

N = N0 4,0

N0 6,5

0 6,5

Concrete class C20/25 fb 1

Spacing and edge distance Reduction factors1 = 130 mm S1 0,79

s2 = S2

s3 = S2

C1 = 170 mm C1,N 1,0

C2 = 170 mm C2,N 1,0

C3 = C3,N

C4 = C4,N

14

Example: SPIT EPOMAX M12 anchor (with MAXIMA rod)Non-cracked concrete - class C20/25Thickness of base materiel: 350 mm S = 130 mm C1 = 170 mm C2 = 170 mm


N

N

N

V

V


Pull-out failure


Pryout failure



V

NRd,c = N0Rd,c x fb x s1 x.... x s3 x C1,N x .… x C4,N 30,65 kN VRd,cp = V0Rd,cp x fb x s1 x.... x s3 x C1,N x … x C4,N 48

kN

v = VSd / VRd 1 0,6N = NSd / NRd 1 0,25

COMBINED LOAD:N + v 1,2*

NRd,s 29,8 kN VRd,s 17,7

kN



kN


VRd = min(VRd,c ; VRd,cp ; VRd,s) 17,7

kN


Case of 2 anchors fastening

C = 170 C / Cmin = 3,09 S_C,V =

S = 130 S / Cmin = 2,36


C = S1 = S_C,V = S2 = S3 =

VRd,c = V0Rd,c x fb x f ,V x S_C,V 35 kN


Project:

DESIGNATION PER ANCHOR:NgSd = FgSd x cos (55°) = 26 x cos (55°) = 14,9 kN then per anchor NSd = 14,9 / 2 = 7,45 kN VgSd = FgSd x sin (55°) = 26 x sin (55°) = 21,3 kN then per anchor VSd = 21,3 / 2 = 10,6 kN

0,25 + 0,6 = 0,85 < 1,2

The EPOMAX M12 Anchor is suitable for this application

3,18

An oblique load FgSd = 26 kN with FgSd = 55°is applied in the middle of the base plate

s

C1

C2

Vg

Sd

Ng

Sd

X

Ultimate design action NSd 7,45 kN Ultimate design action VSd 10,6 kN

v Non-cracked concrete V0Rd,c for Cmin = 65 mm 5,5 kN

v Cracked concrete Concrete class: C20/25 fb 1,0

N0Rd,p 30,4 kN Shear direction: f ,V 2,0

Concrete class: C20/25 fb 1,0 Distance C : Edge distance in the direction of shear load, otherwise the smallest

NRd,p = N0Rd,p x fb 30,4 kN edge distance in the direction perpendicular to shear load.

N0Rd,c 38,8

kN V0Rd,cp 60,8 kN

15

Rebar design

CALCULATION METHOD

FRd

Ø Øfbd

Lb,rqd :

Lb,rqd =

FØ

Lb,min :

Lb,min

Lbd ; Lb,min

Lbd :

Lbd = 2 5 L

2

C 1

2 2 1)

5

5 = 1)ac, c1

L

C1

C

a

HA bar diameter 8 10 12 14 16 20 25 32

Distance between rebars 7.Ø 56 70 84 98 112 140 175 224

DESIGN CALCULATIONS IN COMPLIANCE WITH EUROCODE 2

ADHESION DESIGN CALCULATIONS

FIELD OF APPLICATION

Gen

eral

16

Classes Characteristic strength fck Average strength

Cylinder Cube Cylinder (fcm) Cube Cube

16 x 32 cm 15 x 15 x 15 cm 16 x 32 cm 15 x 15 x 15 cm 20 x 20 x 20 cm

C 16/20 16 20 20 25 24

C 20/25 20 25 25 31 29

C 25/30 25 30 30 37 36

C 30/37 30 37 37 46 43

C 35/45 35 45 45 56 53

C 40/50 40 50 50 62 59

C 45/55 45 55 55 69 65

C 50/60 50 60 60 72 68

Concrete

CONCRETE STRENGTH

L R 0

L

R

R2

FIELD OF USAGE: CRACKED OR NON CRACKED CONCRETE

Works or parts of works used as anchoring base Concrete condition Non cracked Cracked

The most usual classes

17

Gen

eral

Concrete

Solid slabs, beams - simply supported

Solid slabs, beams, ribbed floors - Continuous

Cantilever slabs

Cantilever beams

0.15L

L

h

0.4h

A

A – A B – B

0.15L

B

A B

Non-cracked concrete

0.15L1 0.15L2 0.15L3

L1 L2 L3

0.15L1

0.25L20.25L1 0.25L3

Non-cracked concrete

0.25L2

0.15L2

A

A

B

B

C

C

L

hh

0.4hA – A

B – B

0.25L

A

A

B

BNon-crackedconcrete

h

0.4h

A – AL

0.25L

A

A

Non-crackedconcrete

18

Other base substrate

Steel mechanical propertiesMechanical characteristics

Minimum Failure loads (kN) -

2

2

Nominal Thread

Nominal Steel grade St Steel A4 grade thread cross

3.6 4.6 4.8 5.6 5.8 6.8 8.8 10.9 12.9 50 70 80 diameter

pitch section

(mm) (mm) As / mm2 Minimum failure load Minimum failure load

1.6 0.35 1.27 0.420 0.510 0.530 0.640 0.660 0.760 1.020 1.320 1.550 0.640 0.890 1.020 2.0 0.4 2.07 0.680 0.830 0.870 1.040 1.080 1.240 1.660 2.150 2.530 1.040 1.450 1.660 2.5 0.45 3.39 1.120 1.360 1.420 1.700 1.760 2.030 2.710 3.530 4.140 1.700 2.370 2.710 3.0 0.5 5.03 1.660 2.010 2.110 2.510 2.620 3.020 4.020 5.230 6.140 2.510 3.520 4.020 3.5 0.6 6.78 2.240 2.710 2.850 3.390 3.530 4.070 5.420 7.050 8.270 3.390 4.740 5.420 4.0 0.7 8.78 2.900 3.510 3.690 4.390 4.570 5.270 7.020 9.130 10.700 4.390 6.150 7.020 5.0 0.8 14.2 4.690 5.680 5.960 7.100 7.380 8.520 11.350 14.800 17.300 7.100 9.940 11.350 6.0 1.0 20.1 6.630 8.040 8.440 10.000 10.400 12.100 16.100 20.900 24.500 10.000 14.070 16.100 7.0 1.0 28.9 9.540 11.600 12.100 14.400 15.000 17.300 23.100 30.100 35.300 14.400 20.230 23.100 8.0 1.25 36.6 12.100 14.600 15.400 18.300 19.000 22.000 29.200 38.100 44.600 18.300 25.620 29.200 10.0 1.5 58.0 19.100 23.200 24.400 29.000 30.200 34.800 46.400 60.300 70.800 29.000 40.600 46.400 12.0 1.75 84.3 27.800 33.700 35.400 42.200 43.800 50.600 67.400 87.700 103.000 42.200 59.010 67.400 14.0 2.0 115.0 38.000 46.000 48.300 57.500 59.800 69.000 92.000 120.000 140.000 57.500 80.500 92.000 16.0 2.0 157.0 51.800 62.800 65.900 78.500 81.600 94.000 125.000 163.000 192.000 78.500 109.900 125.000 18.0 2.5 192.0 63.400 76.800 80.600 96.000 99.800 115.000 159.000 200.000 234.000 96.000 134.400 159.000 20.0 2.5 245.0 80.800 98.000 103.000 122.000 127.000 147.000 203.000 255.000 299.000 122.000 171.500 203.000 22.0 2.5 303.0 100.000 121.000 127.000 152.000 158.000 182.000 252.000 315.000 370.000 152.000 212.100 252.000 24.0 3.0 353.0 116.000 141.000 148.000 176.000 184.000 212.000 293.000 367.000 431.000 176.000 247.100 293.000 27.0 3.0 459.0 152.000 184.000 193.000 230.000 239.000 275.000 381.000 477.000 560.000 230.000 321.300 381.000 30.0 3.5 561.0 185.000 224.000 236.000 280.000 292.000 337.000 466.000 583.000 684.000 280.000 392.700 466.000 33.0 3.5 694.0 229.000 278.000 292.000 347.000 361.000 416.000 576.000 722.000 847.000 347.000 485.800 576.000 36.0 4.0 817.0 270.000 327.000 343.000 408.000 425.000 490.000 678.000 885.000 997.000 408.000 571.900 678.000 39.0 4.0 976.0 322.000 390.000 410.000 488.000 508.000 586.000 810.000 1020.000 1200.000 488.000 683.200 810.000

2

2

2

Mechanical characteristics Steel Grade A1, A2 et A4

3.6 4.6 4.8 5.6 5.8 6.8 8.8 10.9 12.9 50 70 80

Min. tensile strength fuk (N/mm2) 330 400 420 500 520 600 800 1040 1220 500 700 800

Min yield strength fyk (N/mm2) 190 240 340 300 420 480 640 940 1100 210 450 600

2

2

3

19

Gen

eral

Dimensions: torque wrench sockets / nuts / washers

Conversion tableMETRIC IMPERIAL Factor conversion Units Symbols Unit SymbolsConcrete strength

2 2 2 2 2 2

Tightening torque

Mass

Force

Length

Area2 2 2 2 2 2

Temperature

0 °C = 32 °F 30 °C = 86 °F 10 °C = 50 °F 40 °C = 104 °F 20 °C = 68 °F 50 °C = 122 °F

NUTS NUTS

(mm) Sw e M Sw e M M6 M8 M10

M12 M16 M20 M24 M30

Length:Force:

Concrete compressive strength:2 2

2 2

Units

WASHERS NF EN ISO 7091

TRIGAZ A4

(mm) d2 d1 s d2 d1 s d2 d1 sM6 12 18 2 18 2M8 16 20 2 22 2

M10 20 2 26 3 28 3M12 24 30 3 30 3M16 30 3 40 4 - - -M20 37 3 45 4 - - -M24 44 4 - - - - - -M30 56 4 - - - - - -

20

Corrosion / Atmosphere

Atmospheric corrosion is linked to ambient atmosphere. The agents combined themselves to air components. The mixture of oxygen, moisture and industrial pollutants, mainly chlorous and sulphurous, attacks and destroys metals and alloys. We can indicate 6 principal types of atmosphere.

Choice of steel quality according to contacts between materials

Choice of steel quality according to atmosphere

Quality not suitable for the medium

TYPES OF ATMOSPHEREZinc deposit

5-10 μm

Hot dip galvanized

45 μm mini

Stainless steel

A4

INSI

DE

DRY

HUMID

OU

TSID

E

RURAL

URBAN

INDUSTRIAL

SALT ATMOSPHERE

Metal of part Metal of fixation to be fixed Stainless Galvanised Zinc coated Zinc

Lead

Brass steel steel steel alloy

21

Gen

eral

Solutions for corrosion

Coatings and corrosion resistance

Exp

osu

re t

ime

to s

alts

pra

y (h

ou

rs)

Type of coating

(electrogalvanisedwith thickness coating 5-7 m)

Hot dip galvanised (70 m)

Sherardisation(20 m)

Dacromet 500grade A (5 - 7 m)

Sherardisation(35 m)

Dacromet 500grade B (8 - 10 m)

Stainless steel(316L)

0

200

400

600

800

1000

1200

1400

1600

1800

> 5000

FRANCE According to USA SWEEDEN U.K. ITALY Quality NF EN 10088-1 standard

NFA 35-573 1990, grade NFA 35-574 :1990 (or NFA 36-209

Symbol Code or NFA 35-577) AISI Werkstoff DIN SIS BS 970 UNI

Z3 CN 19-11

Z7 CN 18-09

Z11 CN 18-08 Z12 CN 18-09

A5

Table of principal stainless resistance

GERMANY

22

Chemical fixings in ceiling

FIXINGS OF REBARS AND THREADED STUDS M8 TO M20 IN CEILING USING CEILING CAP AND MEASURING CONNECTOR.

¬

¬

¬

FIXINGS OF THREADED STUDS M8 TO M20 IN CEILING IN USING SIEVE

lr

M8 120 15 80 10

M10 130 15 90 10

M12 160 18 110 15

M16 175 22 125 50

M20 220 28 170 65

t t

15 105 063410 W7 063470

26 165 063430 W13 063490

lr

dt

Lt

23

Gen

eral

Fire resistance

Rd,fi(t) = Rk,fi(t) / M,fi M,fi = 1

Rk,fi(t) kN

Anchor type Dimension Referenceapproval

Steel characteristic resistance under fire exposure NRk,s,fi

NRk,s,fi (kN)30 min.




SPIT TRIGA Z type E, V, TF

M6

M8

M10

M12

M16

M20

SPIT FIX Z M8

M10

M12

M16

SPIT FIX Z-A4 M8

M10

M12

M16

SPIT FIX II M8

M10

M12

M16

M20

SPIT GRIP / GRIP L M6

M8

M10

M12

M16

SPIT EPOMAX with Studs (grade 5.8 minimum)

M8

M10

M12

M16

M20

M24

M30

24

RESISTANCE TO FIRE FOR STEEL REINFORCEMENT wall/slab

The present table is aimed at supplying data for the design of the injection anchoring system when exposed to fire. This study does not deal with the mechanical design at ambient temperature, neither does it deal with the design according to other accidental solicitations, these shall be done is addition.

The values in white character specified the proof of requirements to fire is satisfied with fi = 0,7 in concrete class C20/25 (see method below).

Design method for resistance to fire according to Eurocode 2: E

Rd,fi

Ed,fi Ed,fi = fi x FRdu

FRdu

fi

F

SPIT EPOBAR injection systems in wall to slab connection with concrete reinforcing

bar and subjected to fire exposure according to the TEST REPORT ref. 26007642/a

Rebar Drill Ls FRdu (kN) Design Fe E500 Design resistance (kN) in case of Ø (mm) (mm) (mm) resitance for Fe E500 Rebar fire according to Eurocode 2 rebar according maximum for a fire duration of 30 to 240 min. to ETA (EC2 rules)(2) load (kN) in concrete in case Fire duration (minutes) class C20/25 of fire R30 R60 R90 R120 R180 R240

Concrete cover (1) (mm) 10 20 25 35 50 70




25

Gen

eral

Fire resistance

RESISTANCE TO FIRE FOR STEEL REINFORCEMENT wall/slab (continued)

RebarØ (mm)

Drill(mm)

Ls(mm)

FRdu (kN) Designresitance for Fe E500

rebar accordingto ETA (EC2 rules)(2)

in concreteclass C20/25

Fe E500Rebar

maximum load (kN)in caseof fire

Design resistance (kN) in case of fire according to Eurocode 2

for a fire duration of 30 to 240 minutes

Fire duration (minutes)

R30 R60 R90 R120 R180 R240Concrete cover (1) (mm) 16 20 25 35 50 70

16 20

160

200

220

240

275

300

330

340

360

380

400

420

450


20 25

200

240

280

315

380

415

440

480

505


25 30

250

310

360

400

435

480

500

540

570


32 40

320

259

350

380

415

500

555

590

625

655


40 50

400

430

460

470

560

625

675

725

755

Example:¬ Application:

¬ Ambient temperature:

L

F

=

3

Ls = 397 mm

¬ Fire proof:

Rd,fi(180 min) = 58,2 kN > 32,2 kN [=0,7 x 46 kN]

26

REINFORCEMENT FRAME WITH 3 layers of reinforcement


Rd,fi


FRdu

fi

Ls

Beam

Con

cret

e w

all

SPIT EPOBAR injection systems in wall to beam connection with concrete reinforcing bar and subjected to fire exposure according the TEST

REPORT n° 26007642/a from CSTB

Layer n°3

Layer n°2

Layer n°1

e

d

d

d de

Width : 20, 30, 40 cm and more

Hei

gh=

3*e

+ 3

*Øfe

r +

2*d

BEAM’S WIDTH = 40 CM

Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120 R180 R240

Concrete cover [e] (mm) 28 52 70 85 110 136

27

Gen

eral

SPIT EPOBAR injection systems in wall to beam connection with concrete reinforcing bar and subjected to fire exposure according the TEST

REPORT n° 26007642/a from CSTB



Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120 R180(1) R240(1)

Concrete cover [e] (mm) 30 55 80 85

Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120(1) R180(1) R240(1)

Concrete cover [e] (mm) 30 55 80

28

RESISTANCE TO FIRE FOR STEEL REINFORCEMENT wall/slabThe present table is aimed at supplying data for the design of the injection anchoring system when exposed to fire. This study does not deal with the mechanical design at ambient temperature, neither does it deal with the design according to other accidental solicitations, these shall be done is addition

The values in white character specified the proof of requirements to fire is satisfied with fi = 0,7 in concrete class C20/25 (see method below).


Rd,fi


FRdu

fi

F

SPIT EPCON C8 injection systems in wall to slab connection with concrete reinforcing bar and subjected to fire exposure according the TEST

REPORT n° 26007642/b from CSTB

Rebar Drill Ls FRdu (kN) Design Fe E500 Design resistance (kN) in case of Ø (mm) (mm) (mm) resitance for Fe E500 Rebar fire according to Eurocode 2 rebar according to maximum for a fire duration of 30 to 240 min. ETA (EC2 rules) pin load (kN) Fire duration (minutes) concrete class C20/25 in case of fire R30 R60 R90 R120 R180 R240





29

Gen

eral

Fire resistance

RESISTANCE TO FIRE FOR STEEL REINFORCEMENT wall/slab (continued)

Rebar Drill Ls FRdu (kN) Design Fe E500 Design resistance (kN) in case of Ø (mm) (mm) (mm) resitance for Fe E500 Rebar fire according to Eurocode 2 rebar according to maximum for a fire duration of 30 to 240 min. ETA (EC2 rules) pin load (kN) Fire duration (minutes) concrete class C20/25 in case of fire R30 R60 R90 R120 R180 R240






Example:¬ Application:

¬ Ambiant temperature:

Ls = 648 mm

¬ Fire proof: Rd,fi(240 min) = 101,2 kN > 77 kN [=0,7 x 110 kN]

30

REINFORCEMENT FRAME WITH 3 layers of reinforcement


Rd,fi


FRdu

fi

Ls

Beam

Con

cret

e w

all

SPIT EPCON C8 injection systems in wall to beam connection with concrete reinforcing bar and subjected to fire exposure according the TEST


Layer n°3

Layer n°2

Layer n°1

e

d

d

d de

Width : 20, 30, 40 cm and more

Hei

gh=

3*e

+ 3

*Øfe

r +

2*d


Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120 R180 R240

Concrete cover [e] (mm) 28 52 70 85 110 136

31

Gen

eral

SPIT EPCON C8 injection systems in wall to beam connection with concrete reinforcing bar and subjected to fire exposure according the TEST




Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120(1) R180(1) R240(1)

Concrete cover [e] (mm) 30 55 80

Rebar Ø Drilling Distance Rd,fi (kN) Layers Rebar anchorage depth (Ls in mm) for all layers for (mm) Ø between layers Rebar maximum identification the rebar maximum load in case of fire (Rebar Fe E500) (mm) [d] (mm) load in case of fire Fire duration (minutes) R30 R60 R90 R120 R180(1) R240(1)

Concrete cover [e] (mm) 30 55 80 85

32

SPIT laboratory

Equipment for testing in cracked concrete Pull out equipment test

Oven to test the behaviour at high temperature chemical resins

Equipment for creep test

33

Anchor selection guide for various base substrates

Gen

eral

European Technical Approval

ETA

n°

MECHANICAL ANCHORS

SPIT TRIGA Z - A4 38

SPIT TAPCON 66 SPIT TAPCON II SPIT TAPCON III

SPIT PRIMA 86 SPIT UNI 90 SPIT DYNABOLT 92 CHEMICAL ANCHORS

SPIT C-MIX PLUS 132

CHEMICAL REBARS

LIGHT WEIGHT ANCHORS

SPIT L 146 SPIT NYLONG 147

SPIT ATLAS 149 SPIT PRO 6 149

SPIT RM6 151 SPIT P6 151 SPIT G8 152 SPIT LAITON 152 SPIT DRIVA CLICK 153 SPIT DRIVA PLUS 153 SPIT DRIVA 154 SPIT DRILL 154 SPIT CC & CC VBA 155 SPIT NYL 156 SPIT ARPON 156 INSULATION ANCHORS

SPIT ISOPLUS 159 SPIT ISOWOOD 160 wood onlySPIT CB-BR 161 SPIT ISOMET 162 SPIT ISOMET CC 163

1/4


34

¬ High security, high performance fixing

d

L

L

d

d0

heftfix

df

Tinst

Tinst

hmin

h0

INSTALLATION

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt:

¬ Threaded stud:

¬ Nut:

¬ Washer:

¬ Sleeve:

¬ Expansion cone:

¬ Expansion sleeve: 355 MC

¬ Min. Zinc coating 5 μm

M6 M8 M10 M12 M16 M20 fuk

fyk

Seq,V

Seq,E

Wel M0rk,s

M

Anchor mechanical properties

SPIT TRIGA Z Min. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code anchor of part to of base depth bit anchor tighten depth be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tinst

80 40 160 M12 105 18 20 130 80 050715

Technical dataEuropean Technical Approval

ETA

ETA Option 1


35

Mec

han

ical

anch

ors

Ultimate (NRu,m, VRu,m) / characteristic loads (NRk, VRk) in kN

TENSILE SHEAR

Anchor size M6 M8 M10 M12 M16 M20

Non cracked concrete hef 50 60 70 80 100 125 NRu,m NRk

Cracked concrete hef 50 60 70 80 100 125 NRu,m NRk


Cracked and non-cracked concrete Type V/TF VRu,m VRk Type E VRu,m VRk

Design Loads (NRd, VRd) for one anchor without edge or spacing influence in kN

TENSILE SHEAR


Non cracked concrete

hef 50 60 70 80 100 125 NRd

Cracked concrete hef 50 60 70 80 100 125 NRd



Type V/TF VRd Type E VRd

Recommended loads (Nrec, Vrec) for one anchor without edge or spacing influence in kN

TENSILE SHEAR


Non cracked concrete hef 50 60 70 80 100 125 NRec

Cracked concrete hef 50 60 70 80 100 125 NRec

F



Type V/TF VRec

Type E VRec

F

Recommended loads in kN

E12-18/A

QC 12-18/25 TF = countersunk head

Special products

2/4

9024 for M827 for M1032 for M12

7�0 for M87�0 for M107�� for M12

45°)

Dimensions TENSILE C20/25 OBLIQUE C20/25 SHEAR C20/25


36



¬ Pull-out resistanceN

N0Rd,c Design cone resistance Anchor size M6 M8 M10 M12 M16 M20

Non cracked concrete hef 50 60 70 80 100 125 N0Rd,c (C20/25)

Cracked concrete hef 50 60 70 80 100 125 N0Rd,c (C20/25)

¬ Concrete cone resistanceN

NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M12 M16 M20 NRd,s

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor size M6 M8 M10 M12 M16 M20

Non cracked concrete hef 50 60 70 80 100 125 N0Rd,p (C20/25)

Cracked concrete hef 50 60 70 80 100 125 N0Rd,p (C20/25)

¬ Concrete edge resistance V

VRd,s Steel design shear resistance Anchor size M6 M8 M10 M12 M16 M20

Cracked and non cracked concrete Type V/TF VRd,s Type E VRd,s

f ,V INFLUENCE OF SHEAR LOADING DIRECTION

Angle f ,V


Concrete class fB Concrete class fB

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin)


Non cracked concrete hef 50 60 70 80 100 125 Cmin 50 60 70 80 100 150 Smin 100 100 160 200 220 300 V0Rd,c (C20/25)

Cracked concrete hef 50 60 70 80 100 125 Cmin 50 60 70 80 100 150 Smin 100 100 160 200 220 300 V0Rd,c (C20/25)


N = NSd / NRd 1 VRd = min(VRd,c ; VRd,cp ; VRd,s)

V = VSd / VRd 1

N + V 1,2

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

3/4

V0Rd,cp Design pryout resistance Anchor size M6 M8 M10 M12 M16 M20

Non cracked concrete hef 50 60 70 80 100 125 V0Rd,cp (C20/25)

Cracked concrete hef 50 60 70 80 100 125 V0Rd,cp (C20/25)

¬ Pryout failureV


37

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anch

ors





¬ For 3 anchors fastening and more

N

c

s

N SPACING S Reduction factor s Cracked and non-cracked concrete M6 M8 M10 M12 M16 M20 50 60 70 80 100 125 150 180 210 240 300 375

V

h>1,5.c

s

V

h>1,5.c

EDGE C Reduction factor c,N Cracked and non-cracked concrete M6 M8 M10 M12 M16 M20 50 60 70 80 90 100 120 150 170 190

¬ For single anchor fastening Factor s-c,V Cracked and non-cracked concrete

Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V

Factor s-c,V Cracked and non-cracked concrete

1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0


Cmin

C

Cmin

S

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

s1

V

s2 s3

sn-1

h>1,5.c

4/4

1/4

SPIT TRIGA Z-A4Stainless steel

38

¬ High security, high performance fixing

d

L

L

d

d0

heftfix

df

Tinst

Tinst

hmin

h0

INSTALLATION

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt:

¬ Threaded stud:

¬ Nut:

¬ Washer:

¬ Sleeve:

¬ Expansion cone:

¬ Expansion sleeve:

M6 M8 M10 M12 M16 Type V fuk 2

fyk 2

M0rk,s

M Type E fuk 2

fyk 2

M0rk,s

M Type V and Type E Seq,V 2

Seq,E 2

Wel 3


SPIT TRIGA Z Min. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code anchor of part to of base depth bit anchor tighten depth be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tins

70 45 140 M10 90 15 17 139 50 050604

Technical data

Type V

Type E


39

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anch

ors

2/4


TENSILE SHEAR

Anchor size M6 M8 M10 M12 M16

Non cracked concrete (C20/25) hef 50 60 70 80 95 NRu,m NRk 16 17 26 28 56

Cracked concrete (C20/25) hef 50 60 70 80 95 NRu,m NRk


Cracked and non cracked concrete (C20/25) VRu,m (Type V) VRk VRu,m (Type E) VRk


TENSILE SHEAR


Non cracked concrete (C20/25) hef 50 60 70 80 95 NRd

Cracked concrete (C20/25) hef 50 60 70 80 95 NRd


Cracked and non cracked concrete (C20/25)

VRd (Type V) VRd (Type E)

TENSILE SHEAR


Non cracked concrete (C20/25) hef 50 60 70 80 95 NRec

Cracked concrete (C20/25) hef 50 60 70 80 95 NRec

F


Cracked and non cracked concrete (C20/25) VRec (Type V) VRec (Type E)

F



40

SPIT CC- Method



N0Rd,c Design cone resistance Anchor size M6 M8 M10 M12 M16

Non cracked concrete hef 50 60 70 80 95 N0Rd,c (C20/25)

Cracked concrete hef 50 60 70 80 95 N0Rd,c (C20/25)


NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M12 M16 NRd,s (Type V) NRd,s (Type E)

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor size M6 M8 M10 M12 M16

Non cracked concrete hef 50 60 70 80 95 N0Rd,p (C20/25)

Cracked concrete hef 50 60 70 80 95 N0Rd,p (C20/25)


VRd,s Steel design shear resistance Anchor size M6 M8 M10 M12 M16

Cracked and non cracked concrete VRd,s (Type V) VRd,s (Type E)


Angle f ,V



¬ Steel resistance

V



Non cracked concrete hef 50 60 70 80 95 Cmin 50 60 70 80 100 Smin 100 100 160 200 220 V0Rd,c (C20/25)

Cracked concrete hef 50 60 70 80 95 Cmin 50 60 70 80 100 Smin 100 100 160 200 220 V0Rd,c (C20/25)


N = NSd / NRd 1

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

3/4

V0Rd,cp Design pryout resistance Anchor size M6 M8 M10 M12 M16

Non cracked concrete hef 50 60 70 80 95 V0Rd,cp (C20/25)

Cracked concrete hef 50 60 70 80 95 V0Rd,cp (C20/25)

¬ Pryout failureV


V = VSd / VRd 1

N + V 1,2


41

Mec

han

ical

anch

ors






N

c

s

N

V

h>1,5.c

s

V

h>1,5.c

EDGE C Reduction factor c,N Cracked and non-cracked concrete M6 M8 M10 M12 M16 50 60 70 80 90 100 120 150


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

SPIT CC- Method

Cmin

C

Cmin

S

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

s1

V

s2 s3

sn-1

h>1,5.c

4/4

SPACING S Reduction factor s Cracked and non-cracked concrete M6 M8 M10 M12 M16 50 60 70 80 100 125 150 180 210 240 300

1/4

SPIT GUARDIA

42

¬ Mechanical anchor, dedicated for safety barriers

fixings

L

d0

df

def

ho

hmin

Tinst

Sw

APPLICATION

¬

MATERIAL

¬ Headed bolt:

NF EN 10087

¬ Cone: NF A 35-557


¬ Plastic ring: PEHD

¬ Washer: NF E 25 514

12x105/20 Cone fuk 2

Threaded part fuk 2

Wel 3

M0Rk,s

M



ETA

ETA Option 7

Technical data

Installation

SPIT GUARDIA Min. Max. thick Drilling Min. thick Drill bit Clearance Total Max. Code anchor of part to depth of base diameter diameter anchor tighten depth be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef,min tfix ho hmin dO df L Tinst

70 20 95 150 12 14 104 35 051061

2/4

SPIT GUARDIA

43

Mec

han

ical

anch

ors


TENSILE SHEAR

Anchor size 12x105/20


hef 70 NRu,m NRk



VRu,m VRk


TENSILE SHEAR



hef 70 NRd


Non cracked concrete VRd


TENSILE SHEAR


Non cracked concrete hef 70 NRec

F


Non cracked concrete VRec

SPIT GUARDIA

SPIT CC- Method (values issued from ETA)TENSILE in kN SHEAR in kN


NRd,c Design cone resistance Anchor size 12x105/20

hef 70 NRd,c


NRd,s Steel design tensile resistance Anchor size 12x105/20 NRd,s

¬ Steel resistance

N


VRd,s Steel design tensile resistance Anchor size 12x105/20

VRd,s

¬ Steel resistance

V

VRd,c Design concrete edge resistance at minimum edge distance (Cmin)


hef 70 Cmin 50 Smin 70 VRd,c



V = VSd / VRd 1

N + V 1,2

3/4

VRd,cp Design pryout resistance Anchor size 12x105/20

hef 70 VRd,cp

¬ Pryout failureV

NRd,p Design pull-out resistance Anchor size 12x105/20

hef 70 NRd,p -

44

SPIT GUARDIA

45

Mec

han

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anch

ors


S INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD


N

c

s

N

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Reduction factor s Non-cracked concrete 12x105/20 70 80 90 100 110 120 130 140 160 190 210

EDGE C Reduction factor c,N Non-cracked concrete 12x105/20 50 60 70 80 90 100 105




V

h>1,5.c

s

V

h>1,5.c

¬ For single anchor fastening Factor s-c,V Non-cracked concrete

Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V

Factor s-c,V Non-cracked concrete

1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

SPIT GUARDIA A4

46

¬ Mechanical anchor, stainless steel A4,

dedicated for safety barriers fixings

L

d0

df

def

ho

hmin

Tinst

Sw

APPLICATION

¬

MATERIAL

¬ Bolt: NF EN ISO 3506-1

¬ Cone:

NF EN 10088-1


NF EN 10088-1

¬ Plastic ring:

¬ Washer:

NF EN 10088-2

12x110/20 A4 Cone fuk 2

Threaded part fuk 2

Wel 3

M0Rk,s

M



ETA

ETA Option 7

Technical data

INSTALLATION

1/4

SPIT GUARDIA A4 Min. Max. thick Drilling Min. thick Drill bit Clearance Total Max. Code anchor of part to depth of base diameter diameter anchor tighten depth be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef,min tfix ho hmin dO df L Tinst

70 20 100 150 12 14 110 25 055304

SPIT GUARDIA A4

47

Mec

han

ical

anch

ors

2/4


TENSILE SHEAR

Anchor size 12x110/20 A4


hef 70 NRu,m NRk



VRu,m VRk


TENSILE SHEAR



hef 70 NRd 13


Non cracked concrete VRd


TENSILE SHEAR


Non cracked concrete hef 70 NRec

F


Non cracked concrete VRec

SPIT GUARDIA A4

48



NRd,c Design cone resistance Anchor size 12x110/20 A4

hef 70 NRd,c


NRd,s Steel design tensile resistance Anchor size 12x110/20 A4 NRd,s

¬ Steel resistance

N


VRd,s Steel design tensile resistance Anchor size 12x110/20 A4

VRd,s

¬ Steel resistance

V

VRd,c Design concrete edge resistance at minimum edge distance (Cmin)


hef 70 Cmin 50 Smin 70 VRd,c



V = VSd / VRd 1

N + V 1,2

3/4

VRd,cp Design pryout resistance Anchor size 12x110/20 A4

hef 70 VRd,cp

¬ Pryout failureV

NRd,p Design pull-out resistance Anchor size 12x110/20 A4

hef 70 NRd,p

SPIT GUARDIA A4

49

Mec

han

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anch

ors

SPIT Méthode CC (valeurs issues de l’ATE)4/4


S INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD


N

c

s

N

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Reduction factor s Non-cracked concrete 12x110/20 A4 70 80 90 100 110 120 130 140 160 190 210

EDGE C Reduction factor c,N Non-cracked concrete 12x110/20 A4 50 60 70 80 90 100 105




V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

1/4

SPIT FIX ZZinc coated steel

50

¬ Torque controlled expansion anchor, made of

zinc coated steel for use in cracked and non cracked

concrete

heftfixTinst

hnom

hmin

d0

df

L

h0

d

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt M8-M16:

¬ Sleeve:

EN 10088

¬ Washer:

¬ Hexagonal nut:

NFE 25009

M8 M10 M12 M16 Cross-section above cone fuk 2

fyk 2

As 2

Threaded part fuk 2

fyk 2

As 2

Wel 3

M0Rk,s

M


INSTALLATION


ETA

ETA Option 1

SPIT FIX Z Anchor Depth Max thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code depth before of part to of base depth bit anchor tighten expans be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef hnom tfix hmin d hO dO df L Tinst

46 55 29

100 8 65 8 9 90

20 056340

Technical data


51

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anch

ors


TENSILE SHEAR

Anchor size M8 M10 M12 M16

Non cracked concrete (C20/25) hef 46 58 68 82 NRu,m NRk

Cracked concrete (C20/25) hef 46 58 68 82 NRu,m NRk


Non cracked concrete (C20/25) VRu,m VRk Cracked concrete (C20/25) VRu,m VRk


TENSILE SHEAR


Non cracked concrete (C20/25) hef 46 58 68 82 NRd

Cracked concrete (C20/25) hef 46 58 68 82 NRd


Non cracked concrete (C20/25) VRd Cracked concrete (C20/25) VRd


TENSILE SHEAR


Non cracked concrete (C20/25) hef 46 58 68 82 NRec

Cracked concrete (C20/25) hef 46 58 68 82 NRec

F


Non cracked concrete (C20/25) VRec Cracked concrete (C20/25) VRec

2/4


52


TENSILE SHEAR


N0Rd,c Design cone resistance Anchor size M8 M10 M12 M16

Non cracked concrete hef 46 58 68 82 N0Rd,c (C20/25)

Cracked concrete hef 46 58 68 82 N0Rd,c (C20/25)


NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 NRd,s

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M16

Non cracked concrete hef 46 58 68 82 N0Rd,p (C20/25)

Cracked concrete hef 46 58 68 82 N0Rd,p (C20/25)



Angle f ,V



VRd,s Steel design shear resistance Anchor size M8 M10 M12 M16

Non cracked concrete VRd,s

Cracked concrete VRd,s

¬ Steel resistance

V



Non cracked concrete hef 46 58 68 82 Cmin 50 60 75 80 Smin 75 100 170 175 V0Rd,c (C20/25)

Cracked concrete hef 46 58 68 82 Cmin 50 60 75 80 Smin 75 100 170 175 V0Rd,c (C20/25)



V = VSd / VRd 1

N + V 1,2

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

3/4

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 Non cracked concrete hef 46 58 68 82 V0Rd,cp (C20/25)

Cracked concrete hef 46 58 68 82 V0Rd,cp (C20/25)

¬ Pryout failureV


53

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anch

ors




V

h>1,5.c


s

N SPACING S Reduction factor s Cracked and non-cracked concrete M8 M10 M12 M16 50 60 70 80 110 140 175 205 245

s

V

h>1,5.c


N

c

EDGE C Reduction factor c,N Cracked and non-cracked concrete M8 M10 M12 M16 50 60 70 75 80 90 105 125


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

1/4

SPIT FIX Z - A4Stainless steel

54


stainless steel for use in cracked and non cracked

concrete

heftfixTinst

hnom

hmin

d0

df

L

h0

d

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt M6-M16:

¬ Sleeve:

¬ Washer: NF EN 20898

¬ Hexagonal nut:

M6 M8 M10 M12 M16 Cross-section above cone fuk 2

fyk 2

As 2 -

Threaded part fuk 2

fyk 2

As 2

Wel 3

M0Rk,s

M


INSTALLATION


ETA

ETA Option 1

Technical data

SPIT FIX Z A4 Minimum anchor depth Maximum anchor depth

Min. Depth Max thick Drilling Min thick Max. Depth Max thick Drilling Min thick Ø Ø drill Ø clear- Total Max. Code anchor before of part to Depth of base anchor before of part to Depth of base thread bit ance anchor tighten depth expans be fixed material depth expans be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)

hef,min hnom tfix ho hmin hef,max hnom tfix ho hmin d dO df L Tinst

15 41 100 35 45 5 51 100 6 6 8 55 10 0542705 - 55 050441

35 42 20 52 100 48 55 7 65 100 8 8 9 70 20 05461040 27 90 05534380 67 130 0503675 - 65 050466

42 50 15 62 100 58 66 - 78 100 10 10 12 75 35 05463035 20 95 05464060 45 120 0504425 - 80 055344

50 60 25 75 100 70 80 6 95 140 12 12 14 100 50 05534540 21 115 05539465 46 140 05468030 8 125 050443

64 70 55 95 128 86 100 33 117 172 16 16 18 150 100 05470075 53 170 050444

2/4


55

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anch

ors


TENSILE SHEAR


TENSILE SHEAR


TENSILE SHEAR


Non cracked concrete hef,min 25,6 35 42 50 64 NRu,m NRk hef,max 35 48 58 70 86 NRu,m NRk

Cracked concrete hef,min - 35 42 50 64 NRu,m NRk hef,max - 48 58 70 86 NRu,m NRk


Cracked and non-cracked concrete VRu,m VRk


Non cracked concrete hef,min 25,6 35 42 50 64 NRd hef,max 35 48 58 70 86 NRd

Cracked concrete hef,min - 35 42 50 64 NRd - hef,max - 48 58 70 86 NRd -


Cracked and non-cracked concrete VRd


Non cracked concrete hef,min 25,6 35 42 50 64 NRec hef,max 35 48 58 70 86 NRec

Cracked concrete hef,min - 35 42 50 64 NRec hef,max - 48 58 70 86 NRec

F


Cracked and non-cracked concrete VRec



Minimum anchorage depth hef 35 42 50 64 Cmin 60 65 100 100 Smin 60 75 170 150 V0Rd,c (C20/25)

Maximum anchorage depth hef 48 58 70 86 Cmin 60 65 90 105 Smin 50 55 75 90 V0Rd,c (C20/25)


56




hef,min 35 42 50 64 hef,max 48 58 70 86

Non cracked concrete (C20/25) N0Rd,c (hef,min) N0Rd,c (hef,max)

Cracked concrete (C20/25) N0Rd,c (hef,min) N0Rd,c (hef,max)


NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 NRd,s

¬ Steel resistance

N


hef,min 35 42 50 64 hef,max 48 58 70 86

Non cracked concrete (C20/25) N0Rd,p (hef,min) N0Rd,p (hef,max)

Cracked concrete (C20/25) N0Rd,p (hef,min) N0Rd,p (hef,max)





Minimum anchorage depth VRd,s

¬ Steel resistance

V



V = VSd / VRd 1

N + V 1,2


Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

3/4

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16

Non cracked concrete hef min 35 42 50 64 V0Rd,cp (C20/25) hef max 48 58 70 86 V0Rd,cp (C20/25)

Cracked concrete hef min 35 42 50 64 V0Rd,cp (C20/25) hef max 48 58 70 86 V0Rd,cp (C20/25)

¬ Pryout failureV


57

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anch

ors








N

c

s

N SPACING S Factor s Minimum anchorage depth M8 M10 M12 M16 60 75 100 105 110 125 150 170 192

SPACING S Factor s Maximum anchorage depth M8 M10 M12 M16 50 55 75 90 110 130 145 155 175 205 210 258

EDGE C Factor c,N Minimum anchorage depth M8 M10 M12 M16 60 65 100 100

EDGE C Factor c,N Maximum anchorage depth M8 M10 M12 M16 60 65 72 80 90 105 130

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

1/4

SPIT FIX IIZinc coated steel

58


zinc coated steel for use in non cracked concrete

heftfixTinst

hnom

hmin

d0

df

L

h0

d

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt M8-M20:

¬ Sleeve: NFA 36-231

¬ Washer:

¬ Hexagonal nut:

M6 M8 M10 M12 M16 M20 Cross-section above cone fuk 2

fyk 2

As 2 -

Threaded part fuk 2

fyk 2

As 2

Wel 3

M0Rk,s

M


INSTALLATION


ETA

ETA Option 7

Technical data

SPIT FIX II Minimum anchor depth Maximum anchor depth

Min. Depth Max thick Drilling Min thick Max. Depth Max thick Drilling Min thick Ø Ø drill Ø clear- Total Max. Code anchor before of part to Depth of base anchor before of part to Depth of base thread bit ance anchor tighten depth expans be fixed material depth expans be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)


5 - 45 050510 20

41 100

35

45 10

51

100

6 6 8 55

10 050520

50 40 85 050530 - - 64 0561005 - 55 050435

20

7

70 056410

35 42 40

52 100

48 55 27

65 100

8 8 9 90

15 056420

60 47 110 05269580 67 130 056430110 97 160 0538945 - 65 05043615 5 75 056530

42 50 36 62 100 52 60 26 72 104 10 10 12 96 30 05654060 50 120 05037580 70 140 056550100 90 160 0526965 - 80 05533425 8 100 05533540 23 115 055392

50 60 65 75 100 68 78 48 93 136 12 12 14 140 50 05659085 68 160 050377105 88 180 056650145 128 220 0566605 - 100 050378

30

8

125 056700

55 33 150 05037964 78

75 95 128 86 100 53 117 172 16 16 18 170 100 05671090 68 185 052698

- 200 178 300 05070010 - 120 050382

74 89 50 110 148 100 115 25 136 200 20 20 22 160 160 056730105 80 215 056740

2/4


59

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ors


TENSILE SHEAR


Minimum anchorage depth hef 25 35 42 50 64 74 NRu,m NRk

Maximum anchorage depth hef 35 48 52 68 86 100 NRu,m NRk

Anchor size M6 M8 M10 M12 M16 M20 VRu,m VRk


TENSILE SHEAR


Minimum anchorage depth

hef 25 35 42 50 64 74 NRd

Maximum anchorage depth hef 35 48 52 68 86 100 NRd

Anchor size M6 M8 M10 M12 M16 M20 VRd


TENSILE SHEAR


Minimum anchorage depth hef 25 35 42 50 64 74 NRec

Maximum anchorage depth hef 35 48 52 68 86 100 NRec

F

Anchor size M6 M8 M10 M12 M16 M20 VRec


60




N0Rd,c Design cone resistance Anchor size M8 M10 M12 M16 M20

Minimum anchorage depth hef 35 42 50 64 74 N0Rd,c (C20/25)

Maximum anchorage depth hef 48 52 68 86 100 N0Rd,c (C20/25)


NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 M20 NRd,s

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M16 M20

Minimum anchorage depth hef 35 42 50 64 74 N0Rd,p (C20/25)

Maximum anchorage depth hef 48 52 68 86 100 N0Rd,p (C20/25)


VRd,s Steel design shear resistance Anchor size M8 M10 M12 M16 M20 VRd,s



¬ Steel resistance

V



Minimum anchorage depth hef 35 42 50 64 74 Cmin 55 75 100 100 115 Smin 45 65 100 100 100 V0Rd,c (C20/25)

Maximum anchorage depth hef 48 52 68 86 100 Cmin 60 65 90 105 125 Smin 50 55 75 90 105 V0Rd,c (C20/25)



V = VSd / VRd 1

N + V 1,2


Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

3/4

¬ Pryout failureV


Minimum anchorage depth hef 35 42 50 64 74 V0Rd,cp (C20/25)

Maximum anchorage depth hef 48 52 68 86 100 V0Rd,cp (C20/25)


s

N SPACING S Reduction factor s Minimum anchorage depth M8 M10 M12 M16 M20 45 65 100 110 125 150 180 192 222

SPACING S Reduction factor s Maximum anchorage depth M8 M10 M12 M16 M20 50 55 75 90 105 145 180 205 240 280 300


61

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ors







N

c

EDGE C Reduction factor c,N Minimum anchorage depth M8 M10 M12 M16 M20 55 75 100 100 115

EDGE C Reduction factor c,N Maximum anchorage depth M8 M10 M12 M16 M20 60 65 70 75 100 125 130 150

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

1/4

SPIT FIX IIHot dip galvanised

62

¬ Torque controlled expansion anchor, made of zinc

coated steel for use in non cracked concrete

INSTALLATION

APPLICATION

¬

¬

¬

¬

¬

MATERIAL

¬ 45 NF EN ISO 1460 -1461

¬ Anchor mechanical properties

Technical data

heftfixTinst

hnom

hmin

d0

df

L

h0

d

M8 M10 M12 M16 Cross-section above cone fuk 2

fyk 2

As 2

Threaded part fuk 2

fyk 2

As 2

Wel 3

M0Rk,s

M

SPIT FIX II Minimum anchor depth Maximum anchor depth

Min. Depth Max thick Drilling. Min thick Max. Depth Max thick Driling Min thick Ø Ø drill Ø clear Total Max Code anchor before of part to Depth of base anchor before of part to Depth of base thread bit ance anchor tighten depth expans be fixed material depth expans be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)


20 7 70 050310

35 42 40

52 100 48 55 27

65 100 8 8 9 90

15 050320

60 47 110 05032980 67 130 05033015 5 75 050350

42 50 36

62 100 52 60 26

72 104 10 10 12 96

30 050360

60 50 120 05034080 70 140 050370100 90 160 0503415 - 80 05535125 8 100 055352

50 60 40 75 100 68 78 8 93 136 12 12 14 115 50 055395 65 48 140 050400

105 88 180 050410 30 8 125 050440

64 78 55 95 128 86 100 33 117 172 16 16 18 150 100 050354 75 53 170 050450

2/4


63

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ors


TENSILE SHEAR


Minimum anchorage depth hef 35 42 50 64 NRu,m NRk

Maximum anchorage depth hef 48 52 68 86 NRu,m NRk

Anchor size M8 M10 M12 M16 VRu,m VRk


TENSILE SHEAR



hef 35 42 50 60 NRd

Maximum anchorage depth hef 48 52 68 86 NRd

Anchor size M8 M10 M12 M16 VRd


TENSILE SHEAR


Minimum anchorage depth hef 35 42 50 64 NRec

Maximum anchorage depth hef 48 52 68 86 NRec

F

Anchor size M8 M10 M12 M16 VRec


64

SPIT CC- Method




Minimum anchorage depth hef 35 42 50 64 N0Rd,c C20/25)

Maximum anchorage depth hef 48 52 68 86 N0Rd,c (C20/25)


NRd,s Steel design shear resistance Anchor size M8 M10 M12 M16 NRd,s

¬ Steel resistance

N


Minimum anchorage depth hef 35 42 50 64 N0Rd,p (C20/25)

Maximum anchorage depth hef 48 52 68 86 N0Rd,p (C20/25)



Minimum anchorage depth VRd,s



¬ Steel resistance

V



Minimum anchorage depth hef 35 42 50 64 Cmin 55 75 100 100 Smin 45 65 100 100 V0Rd,c (C20/25)

Maximum anchorage depth hef 48 52 68 86 Cmin 60 65 90 105 Smin 50 55 75 90 V0Rd,c (C20/25)



V = VSd / VRd 1

N + V 1,2

3/4


Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°


Minimum anchorage depth hef 35 42 50 64 V0Rd,cp (C20/25)

Maximum anchorage depth hef 48 52 68 86 V0Rd,cp (C20/25)

¬ Pryout failureV


65

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ors


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


s

N SPACING S Reduction factor s Minimum anchorage depth M8 M10 M12 M16 50 55 75 90 105 145 180 205 240 280

SPIT CC- Method






N

c

EDGE C Reduction factor c,N Minimum anchorage depth M8 M10 M12 M16 55 75 100 100

V

h>1,5.c

s

V

h>1,5.c

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Reduction factor s Minimum anchorage depth M8 M10 M12 M16 45 65 100 110 125 150 180 192

EDGE C Reduction factor c,N Minimum anchorage depth M8 M10 M12 M16 60 65 70 90 100 125 130


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

SPIT TAPCON®

Zinc coated steel

66

¬ Concrete screw anchor

L

L

d 0

hnomtfix

d

Tinst

hmin

h0

d f

hnomtfix

APPLICATION

¬

¬

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt: 5

2 Anchor Ø 6 8 10 14 Threaded part As 2

Wel 3

M0Rk,s

M


INSTALLATION

Technical data

DRILL

DRIVE

1/4

(1)

TAPC

ON®

ROD

TAPC

ON

® L

DT

TAPC

ON®

DOM

ETA

PCON

®

STUD

Anchor Drilling Total anchor Embedment Max. thickness Hole Mini. thickness Mini. clearance Tightening SPIT diameter diameter length depth part to be fixed depth base material diameter torque CODE TAPCON (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)

d d0 L h t h h d T

016672

10 8 65 50 15 60

115 12 016676

12 10 100

55 45

65 125 14 016681

80 60

20 70 150 19

057387

42 40

2 50 100 9

016717

55 45 10 65 100 -

016650

35 33 2 45 100 -

016652

SPIT TAPCON®

Zinc coated steel

67

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anch

ors

2/4


TENSILE SHEAR

Anchor Ø 6 8 10 14 hnom 40 50 55 60 NRu,m NRk

Anchor Ø 6 8 10 14 VRu,m VRk


TENSILE SHEAR

Anchor Ø 6 8 10 14 hnom 40 50 55 60 NRd

Anchor Ø 6 8 10 14 VRd


TENSILE SHEAR

Anchor Ø 6 8 10 14 hnom 40 50 55 60 NRec

F

Anchor Ø 6 8 10 14 VRec F

SPIT TAPCON®

Zinc coated steel

68

3/4SPIT CC - Method



N0Rd,c Design cone resistance Anchor Ø 6 8 10 14 hnom 40 50 55 60 N0Rd,c (C20/25)


NRd,s Steel design tensile resistance Anchor Ø 7,5 10 12 NRd,s

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor Ø 6 8 10 14 hnom 40 50 55 60 N0Rd,p (C20/25)


VRd,s Steel design shear resistance Anchor Ø 6 8 10 14 VRd,s



¬ Steel resistance

V


Anchor Ø 6 8 10 14 hnom 40 50 55 60 Cmin 40 50 50 60 Smin 40 50 50 60 V0Rd,c (C20/25)


N = NSd / NRd 1 VRd = min(VRd,c ; VRd,s)

V = VSd / VRd 1

N + V 1,2


Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°

SPIT TAPCON®

Zinc coated steel

69

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anch

ors






N

c

V

h>1,5.c

s

N

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

SPIT CC- Method

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Factor s Minimum embedment depth Anchor Ø 6 8 10 14 40 50 60 80 100 120 150 165 180

EDGE C Factor c,N Minimum embedment depth Anchor Ø 6 8 10 14

efS h

c51,023,0y

SPIT TAPCON®IIZinc coated steel


L

L

d 0

hnomtfix

d

Tinst

hmin

h0

d f

hnomtfix

INSTALLATION

APPLICATION

¬

¬

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt: 5

2

Anchor Ø 6 8 10 14 Threaded part As 2

Wel 3

M0Rk,s

M


Technical data

TAPC

ON

®II

LDT

TAPC

ON® II

ROD

DRILL

SCREW

1/4

TAPC

ON® II

DOM

ETA

PCON

® IIST

UD


ETA

ETA Option 1

70

SPIT TAPCON II Anchor Drilling Total anchor Minimum Maximum Hole Minimum Minimum Tightening diameter diameter length embedment thickness depth thickness clearance torque depth part to be fixed base material diameter CODE (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) d d L h t h h d T 40 35 3 45

100 9 055653

055654 70 65 5

75 120 12 055655

05565650 15 60 055657

100 85 15 055659 120 85 35 95 130 14 055661 150 85 65 055662 170 85 85 055663 220 85 135 055664

55 5

65 100 8 055645

055646 55

55 -

65 100 9 055666

055667 18 16 190 80 45 90 130 20 055672 18 16 220 80 75 90 130 20 055673


2/4

Characteristic loads (NRk, VRk) en kN

TENSILE SHEAR

Anchor Ø 6 8 10 14

Non cracked concrete hnom 55 65 85 125 NRk

Cracked concrete hnom 55 65 85 125 NRk

Anchor Ø 6 8 10 14

VRk


TENSILE SHEAR

Anchor Ø 6 8 10 14


hnom 55 65 85 125

NRd

Cracked concrete hnom 55 65 85 125 NRd

Anchor Ø 6 8 10 14 VRd


TENSILE SHEAR

Anchor Ø 6 8 10 14

Non cracked concrete hnom 55 65 85 125 NRec

Cracked concrete hnom 55 65 85 125 NRec

Anchor Ø 6 8 10 14 VRec

71

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3/4SPIT CC - Method (values issued from ETA)



NRd,s Steel design tensile resistance Anchor Ø 6 8 10 14 NRd,s

¬ Steel resistance

N


VRd,s Steel design tensile resistance Anchor Ø 6 8 10 14 Cracked and non cracked concrete VRd,s

¬ Steel resistanceV

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor Ø 6 8 10 14

Non cracked concrete hnom 55 65 85 125 Cmin 40 50 70 100 Smin 40 50 70 100 V0Rd,c (C20/25) Cracked concrete hnom 55 65 85 125 Cmin 40 50 70 100 Smin 40 50 70 100 V0Rd,c (C20/25)



V = VSd / VRd 1

N + V 1,2


N0Rd,p Design pull-out resistance Anchor Ø 6 8 10 14


hnom 55 65 85 125 N0Rd,p (C20/25) Cracked concrete hnom 55 65 85 125 N0Rd,p (C20/25)

V0Rd,cp Design pryout failure Anchor Ø 6 8 10 14

Non cracked concrete hnom 55 65 85 125 V0Rd,cp (C20/25) Cracked concrete hnom 55 65 85 125 V0Rd,cp (C20/25)

¬ Pryout failureV

N0Rd,c Design cone resistance Anchor Ø 6 8 10 14 Non cracked concrete hnom 55 65 85 125 N0Rd,c (C20/25) Cracked concrete hnom 55 65 85 125 N0Rd,c (C20/25)




Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°


73

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N

c

V

h>1,5.c

s

N

s

V

h>1,5.c

¬ For single anchor fastening Coefficient s-c,V Cracked and non cracked concrete

Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V

Coefficient s-c,V Cracked and non cracked concrete

1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

SPIT CC - Method (values issued from ETA)

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Factor s Cracked and non cracked concrete Anchor Ø 6 8 10 14 40 50 70 100 135 155 205 250 300

EDGE C Factor c,N Cracked and non cracked concrete Anchor Ø 6 8 10 14

SPIT TAPCON®IIIStainless steel


L

L

d 0d

hmin

h0d f

hnomtfix

LDT

STUD

CSK

Tinst

INSTALLATION

APPLICATION

¬

¬

¬

¬

¬

¬

¬

MATERIAL

¬ Bolt: 5

2

Anchor Ø 8 10 Threaded part As 2

Wel 3

M0Rk,s

M


Technical data

CSK

1/4

LDT

STU

D


ETA

ETA Option 1

74

SPIT TAPCON III A4 Anchor Drilling Total anchor Minimum Maximum Hole Minimum Minimum Tightening diameter diameter length embedment thickness depth thickness clearance torque depth part to be fixed base material diameter CODE (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) d d L h t h h d T 055674

055676

055678

DRILL

SCREW

(1)


2/4

Characteristic loads (NRk, VRk) en kN

TENSILE SHEAR

Anchor Ø 8 10

Non cracked concrete hnom 65 85 NRk

Cracked concrete hnom 65 85 NRk

Anchor Ø 8 10

VRk


TENSILE SHEAR

Anchor Ø 8 10


hnom 65 85

NRd

Cracked concrete hnom 65 85 NRd

Anchor Ø 8 10 VRd


TENSILE SHEAR

Anchor Ø 8 10

Non cracked concrete hnom 65 85 NRec

Cracked concrete hnom 65 85 NRec

Anchor Ø 8 10 VRec

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76

3/4SPIT CC - Method (values issued from ETA)


N0Rd,c Design cone resistance Anchor Ø 8 10

Non cracked concrete hnom 65 85 N0Rd,c (C20/25) Cracked concrete hnom 65 85 N0Rd,c (C20/25)


NRd,s Steel design tensile resistance Anchor Ø 8 10 NRd,s

¬ Steel resistance

N

¬ Concrete edge resistanceV

VRd,s Steel design tensile resistance Anchor Ø 8 10 Cracked and non cracked concrete VRd,s

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor Ø 8 10

Non cracked concrete hnom 65 85 Cmin 50 70 Smin 50 70 V0Rd,c (C20/25) Cracked concrete hnom 65 85 Cmin 50 70 Smin 50 70 V0Rd,c (C20/25)



V = VSd / VRd 1

N + V 1,2


N0Rd,p Design pull-out resistance Anchor Ø 8 10

Non cracked concrete hnom 65 85 N0Rd,p (C20/25) Cracked concrete hnom 65 85 N0Rd,p (C20/25)

V0Rd,cp Design pryout failure Anchor Ø 8 10

Non cracked concrete hnom 65 85 V0Rd,cp (C20/25) Cracked concrete hnom 65 85 V0Rd,cp (C20/25)

¬ Pryout failureV




Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°


77

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N

c

V

h>1,5.c

s

N

s

V

h>1,5.c

¬ For single anchor fastening Factor s-c,V Cracked and non cracked concrete

Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V

Factor s-c,V Cracked and non cracked concrete

1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

SPACING S Factor s Cracked and non cracked concrete Anchor Ø 8 10 50 70 100 135 155 205

EDGE C Factor c,N Cracked and non cracked concrete Anchor Ø 8 10

SPIT GRIP & GRIP LZinc coated steel

1/4

78

¬ Deformation-controlled expansion female anchor

L2

d d0

Tinst

hmin

h1

hef

L

h1

APPLICATION

¬

¬

¬

MATERIAL

¬ Anchor sleeve:

¬ Tapered expansion plug:

¬ protection:

Technical data

M6 M8 M10 M12 M16 fuk 2

fyk 2

As 2


INSTALLATION


ETA

ETA Option 7

SPIT GRIP Anchor Ø Thread Drilling Ø Min thick Total Maximum Code Code & GRIP L depth thread length depth thread of base anchor tighten Grip Grip L material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)

hef d L2 h1 d0 hmin L Tinst


2/4

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TENSILE SHEAR

Anchor size M6 M6 M8 M10 M10 M12 M16

Screw grade 8.8 hef 25 30 30 30 40 50 65 NRu,m NRk


Screw grade 8.8 VRu,m VRk


Recommended loads in beam slab in kN

TENSILE SHEAR


Screw grade 8.8 VRec


TENSILE SHEAR


Screw grade 8.8 hef 25 30 30 30 40 50 65 NRd


Screw grade 8.8 VRd


Screw grade 8.8 hef 25 30 30 30 40 50 65 NRec

F

N V N V

Mini steel quality of screw

GRIP L M6X30

GRIP L M8X30

GRIP L M10X30

GRIP L M10X40

80

SPIT GRIP & GRIP LZinc coated steelSPIT CC Method (values issued from ETA)


N0Rd,c Design cone resistance Anchor size M6 M8 M10 M10 M12 M16 hef 30 30 30 40 50 65 N0Rd,c


NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M10 M12 M16

Screw grade 4.6 NRd,s

Screw grade 5.6 NRd,s

Screw grade 5.8 NRd,s Screw grade 8.8 NRd,s

¬ Steel resistance

N



Screw grade 4.6 VRd,s

Screw grade 5.6 VRd,s

Screw grade > 5.8 VRd,s

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M6 M8 M10 M10 M12 M16 hef 30 30 30 40 50 65 Smin 60 70 80 95 125 130 Cmin 105 105 140 140 195 227 V0Rd,c



V = VSd / VRd 1

N + V 1,2

f ,V Influence of shear loading direction

Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°



3/4

¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M6 M8 M10 M10 M12 M16

Non cracked concrete hef 30 30 30 40 50 65 V0Rd,cp (C20/25)


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81







N

c

s

N

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

SPACING S Reduction factor s Non-cracked concrete M6 M8 M10 M10 M12 M16 hef 30 30 30 40 50 65 60 70 80 95 110 125 130 150 180 195

EDGE C Reduction factor c,N Non-cracked concrete M6 M8 M10 M10 M12 M16 hef 30 30 30 40 50 65 105 140 195 227

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

4/4

1/4

82

SPIT GRIP SA A4Stainless steel

¬ Deformation-controlled expansion female anchor

L2

d

d0T inst

hmin

h1

APPLICATION

¬

¬

¬

MATERIAL

¬ Anchor sleeve:

¬ Tapered expansion plug:

Technical data

M6 M8 M10 M12 M16 fuk 2

fyk 2

As 2


INSTALLATION

SPIT GRIP-SA A4 Anchor Ø Thread Drilling Ø Min thick Total Maximum Code depth thread length depth thread of base anchor tighten Grip Expander tool material length torque SA (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm)

hef d L2 h1 d0 hmin L Tinst


ETA

ETA


2/4

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83


TENSILE SHEAR


Screw grade A4-70 hef 30 30 40 50 65 NRu,m NRk


Screw grade A4-70 VRu,m VRk


TENSILE SHEAR


Screw grade A4-70 VRec


TENSILE SHEAR


Screw grade A4-70 hef 30 30 40 50 65 NRd


Screw grade A4-70 VRd


Screw grade A4-70 hef 30 30 40 50 65 NRec

84

SPIT GRIP SA A4Stainless steelSPIT CC- Method (values issued from ETA)


N0Rd,c Design cone resistance Anchor size M6 M8 M10 M12 M16 hef 30 30 40 50 65 N0Rd,c


NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M12 M16

Screw grade A4-70 NRd,s

¬ Steel resistance

N


VRd,s Steel design shear resistance Anchor size M6 M8 M10 M12 M16

Non cracked concreteVRd,s 4

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M6 M8 M10 M12 M16

Non cracked concrete hef 30 30 40 50 65 Cmin 80 95 135 165 200 Smin 50 60 100 120 150 V0Rd,c



V = VSd / VRd 1

N + V 1,2


Angle f ,V

V

90˚

180˚ 0˚

c

90°

≤β ≤ 180° 6 °≤ ≤8

°

≤β

55°



3/4

¬ Pryout failureV


Non cracked concrete hef 30 30 40 50 65 V0Rd,cp (C20/25)


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ors

85







N

c

s

N

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

SPACING S Reduction factor s Non-cracked concrete M6 M8 M10 M12 M16 hef 30 30 40 50 65 60 70 80 100 110 120 130 160 180 195

EDGE C Reduction factor c,N Non-cracked concrete M6 M8 M10 M12 M16 hef 30 30 40 50 65 80 95 135 165 200

Smin < S < Scr,N

Scr,N = 3.hef

S

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

4/4

SPIT PRIMA

86

¬ High expansion shield anchor

d

L

d0

hef

tfix

dfTinst

hmin

h0

L

APPLICATION

¬ Industrial doors

¬ Storage racking

¬ Signs

¬ Security shutters

¬ Gate & fence posts

¬ Spiral staircase

MATERIAL

¬ Sleeve S300Pb NFA 35561

¬ Cone S300 Pb NFA 35561

¬ Bolt class 8.8 NF EN 20898-1

¬ Washer Fe 360, NF EN 10025

¬ Zinc coating NFE 25009, passivation NFA 91472

SPIT PRIMA Anchor Max Thread Min. Drilling Min. Total Drilling Max Code depth thick of Ø thick depth clearance anchor Ø tightening torque part to of base Ø length Concrete Brick be fixed material Screw 5.8 Screw 8.8 mm mm mm mm mm mm mm mm Nm Nm Nm hef tfix d hmin ho df L do Tinst Tinst Tinst

Shield only M6/12 37 – M6 100 60 8 50 12 8 10 5 050399 M8/14 42 – M8 100 65 10 55 14 15 25 7.5 050401 M10/16 52 – M10 100 75 12 65 16 30 50 13 050402 M12/20 62 – M12 125 90 14 80 20 50 80 23 073560 L Type LM6/12/10 37 10 M6 100 60 8 60 12 – 10 5 050404 LM6/12/25 25 70 050405 LM8/14/10 10 60 050406 LM8/14/25 42 25 M8 100 65 10 80 14 – 25 7,5 050407 LM8/14/40 40 90 050408 LM10/16/10 10 75 073640 LM10/16/25 52 25 M10 100 75 12 90 16 – 50 13 073650 LM10/16/50 50 110 073660 LM12/20/10 10 90 073680 LM12/20/25 62 25 M12 125 90 14 110 20 – 80 23 073690

Technical data

M6 M8 M10 M12fuk (N/mm2) Min. tensile strength of the bolt 5.8 520 520 520 520fyk (N/mm2) Yield strength of the bolt 5.8 420 420 420 420fuk (N/mm2) Min. tensile strength of the bolt 8.8 800 800 800 800fyk (N/mm2) Yield strength of the bolt 8.8 640 640 640 640As (N/mm2) Stressed cross-section 20,1 36,6 58 84,3Wel (N/mm2) Elastic section modulus 12,7 31,2 62,3 109,2MRk,s (Nm) Characteristic bending moment for bolt class 5.8 7,9 19,5 38,9 68,1M (Nm) Recommended bending moment for bolt class 5.8 3,2 7,8 15,6 28,4MRk,s (Nm) Characteristic bending moment for bolt class 8.8 12,2 30,0 59,8 104,8M (Nm) Recommended bending moment for bolt class 8.8 5,0 12,4 24,8 43,7


INSTALLATION

0

0

Recommended loads in mansonriesTENSILE in kN SHEAR in kN


Engineering clay brick BP 300 (fc > 30 N/mm2) 1,9 2,4 3,0 3,0

Clay brick (fc = 11 N/mm2) 0,7 1,1 1,1 2,0 Solid concrete blocks type B 120 (fc = 13,5 N/mm2) 0,4 0,95 1,25 1,9 Hollow clay bricks not rendered 0,15 0,15 not recommended Hollow clay bricks rendered 1,2 1,2 1,2 1,2 Hollow concrete blocks not rendered 0,2 0,2 not recommended Hollow concrete blocks rendered 1,25 1,75 1,85 2,2


Engineering clay brick BP 300 (fc > 30 N/mm2) 1,0 1,9 3,0 4,4

Clay brick (fc = 11 N/mm2) 0,85 1,9 3,0 4,4 Solid concrete blocks type B 120 (fc = 13,5 N/mm2) 0,5 1,75 2,2 3,15 Hollow clay bricks not rendered 0,5 0,5 not recommended Hollow clay bricks rendered 1,6 2,0 2,5 3,0 Hollow concrete blocks not rendered 0,8 0,8 not recommended Hollow concrete blocks rendered 1,6 2,0 2,5 3,0

1/4

SPIT PRIMA

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Ultimate (NRu,m, VRu,m) / characteristic loads (NRk, VRk) in kNMean Ultimate loads are derived from test results in admissible service conditions, and characteristic loads are statistically determined.

TENSILE SHEAR


Screw grade 5.8 hef 37 42 52 62 NRu,m 11,6 18,7 28,5 36,1 NRk 10,4 14 21,4 27,1

Screw grade 8.8 hef 37 42 52 62 NRu,m 14,4 18,7 28,5 36,1 NRk 10,8 14 21,4 27,1


Screw grade 5.8 VRu,m 6,2 11,4 18,1 26,3 VRk 5,2 9,5 15,1 21,9 Screw grade 8.8 VRu,m 9,7 17,5 27,8 39,6 VRk 8,1 14,6 23,2 33,0


TENSILE SHEAR


Screw grade 5.8 hef 37 42 52 62 NRd 5,0 6,7 10,2 12,9

Screw grade 8.8 hef 37 42 52 62 NRd 5,1 6,7 10,2 12,9

Mc = 2,1


Screw grade 5.8 VRd 4,2 7,6 12,1 17,5

Screw grade 8.8 VRd 6,5 11,7 18,6 26,4 Ms = 1,25

*Derived from test results

The loads specified on this page allow judging the product’s performances, but cannot be used for the designing.The data given in the pages “CC method” have to be applied.

Recommended loads in beam slab in kN

Hollow concrete slab TYPE DSL 20* (wall thickness: 25 mm)

Nrec Vrec

Mini steel quality of screw 5.6 5.6 8.8

PRIMA M6 2,5 1,25 2,10

PRIMA M8 2,75 2,30 3,90

PRIMA M10 3,00 3,60 6,20

PRIMA M12 3,75 5,20 9,0 * kp1 trade mark (supplier for hollow concrete slab)


TENSILE SHEAR


Screw grade 5.8 hef 37 42 52 62 NRec 3,5 4,8 7,3 9,2

Screw grade 8.8 hef 37 42 52 62 NRec 3,7 4,8 7,3 9,2

F = 1,4 ; Mc = 2,1


Screw grade 5.8 VRec 2,5 4,5 7,2 10,4

Screw grade 8.8 VRec 4,6 8,3 13,3 18,9 Ms 5.8 = 1,5 ; Ms 8.8 = 1,25


2/4

SPIT PRIMA

88

SPIT CC- Method


N0Rd,c Design cone resistance Anchor size M6 M8 M10 M12 hef 37 42 52 62 N0Rd,c 5,4 6,5 9,0 11,7

Mc = 2,1


NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M12

Screw grade 5.8 NRd,s 6,9 12,7 20,1 29,2

Screw grade 8.8 NRd,s 10,8 19,5 30,9 44,0 Ms = 1,5

¬ Steel resistance

N


N0Rd,p Design pull-out resistance Anchor size M6 M8 M10 M12 hef 37 42 52 62 N0Rd,p 5,0 - - - Mc = 2,1



Screw grade 5.8 VRd,s 4,2 7,6 12,1 17,5

Screw grade 8.8 VRd,s 6,5 11,7 18,6 26,4 Ms = 1,25

¬ Steel resistance

V


Anchor size M6 M8 M10 M12 hef 37 42 52 62 Cmin 50 55 60 65 Smin 60 70 80 110 V0Rd,c 3,2 4,0 4,9 6,2 Mc = 1,5



V = VSd / VRd 1

N + V 1,2


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

3/4



C25/30 1,1 C40/50 1,41 C30/37 1,22 C45/55 1,48 C35/45 1,34 C50/60 1,55

¬ Pryout failureV


Non cracked concrete hef 37 42 52 62 V0Rd,cp (C20/25) 7,6 9,1 12,6 32,8

Mcp = 1,5

SPIT PRIMA

89

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s-c,V INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEARLOAD




N

c

s

N

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65

SPIT CC- Method

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

SPACING S Reduction factor s Non-cracked concrete M6 M8 M10 M12 60 0,77 70 0,82 0,78 80 0,86 0,82 0,76 90 0,91 0,86 0,79 100 0,95 0,90 0,82 110 1,00 0,94 0,85 0,80 125 1,00 0,90 0,84 155 1,00 0,92 185 1,00

EDGE C Reduction factor c,N Non-cracked concrete M6 M8 M10 M12 50 0,92 55 0,98 0,89 60 1,00 0,95 0,82 65 1,00 0,87 0,76 80 1,00 0,89 95 1,00

4/4

Smin < S < Scr,N

Scr,N = 3.hef

S must be used for each spacing influenced the anchors group.

Cmin < C < Ccr,N

Ccr,N = 1,5.hef

c,N must be used for each distance influenced the anchors group.

SPIT UNI

90

¬ Universal female anchor for all materials types

APPLICATION

¬ Fixing on hollow or solid materials

¬ Steel cupboards¬ Overhead fixings

MATERIAL

¬ Lead alloy sleeve¬ Cone S300 Pb

Technical data

N° NPO 088

Bending moments

d0

hef

d

Tinst

hmin

L

h0

SPIT UNI

Anchordelpth

(mm)

ThreadØ

(mm)

Min. thickof basematerail

(mm)

DrillingØ

(mm)

Drillingdepth

(mm)

Totalanchorlength(mm)

Max tighteningtorque

Codesolid hallow

(Nm)hef d hmin do ho L Tinst

UNI M6 35 6 85 10 50 42 8 5 053100UNI M8 40 8 95 12 55 47 15 10 053110UNI M10 45 10 105 15 60 53 30 20 053120UNI M12 58 12 140 18 75 68 50 22 053130UNI M6 QC inox A2 35 6 85 10 50 42 8 5 053150UNI M8 QC inox A2 40 8 95 12 55 47 15 10 053160UNI M12 QC galvan. 58 12 140 18 75 68 50 22 053140UNI M6 + slotted screw M6x50 + washer Ø 6X14 053170UNI M8 + screw H M8x55 + washer Ø 8X18 053200UNI M8 + threaded stud 75 long + écrou + nut + washer Ø 8X18 053010UNI M10 + screw H M10x70 galvan. + washer Ø 12X22 053180UNI M12 + screw H M10x80 galvan. + washer Ø 12X27 053190

Ultimate loads (NRu,m, VRu,m) in kN

TENSILE SHEAR

Anchor size

M6 M8 M10 M12 M6QC M8QC M12QCAnchor size

M6 M8 M10 M12

Concrete (C20/25)NRu,m 4,8 11,4 16,5 28,5 1,5 2,6 24,0 NRu,m 3,6 12,6 18,6 30,6Concrete (C30/37)NRu,m 5,4 15,6 20,1 35,4 1,5 2,6 24,0 NRu,m 3,6 12,6 18,6 30,6Solid concrete blocks type B120 (fc = 13,5 Mpa)NRu,m 2,4 5,7 7,5 11,4 1,5 2,6 11,4 NRu,m 3,0 10,5 13,2 18,9Solid bricks (fc = 55 Mpa)NRu,m 4,2 11,4 14,4 24,6 1,5 2,6 24,0 NRu,m 3,3 11,4 18,0 24,0Hollow concrete blocks type B40 not rendered (fc = 6,5 Mpa)NRu,m 1,8 1,8 1,8 1,8 1,8 1,8 1,8 NRu,m 4,45 5,65 6,55 6,85Hollow bricks type eco-30 not rendered (fc = 4,5 Mpa)NRu,m 1,1 1,3 1,75 2,2 1,1 1,3 2,2 NRu,m 4,2 5,05 6,75 9,55


Bolt Class 6.8 6.8 6.8 6.8

Recommended bending moment (Nm) 2.5 6.0 12.5 22

91

SPIT UNIDesign loads (NRd, VRd) and recommended loads (Nrec, Vrec)for one anchor without edge or spacing influence

TENSILE

IN CONCRETE and SOLID MASONRIES

SHEAR

Anchor size

M6 M8 M10 M12 M6QC M8QC M12QCAnchor size

M6 M8 M10 M12

Concrete (C20/25)NRu,m 1,12 2,66 3,85 6,65 0,84 1,40 5,60 NRu,m 0,84 2,94 4,34 7,14NRec 0,80 1,90 2,75 4,75 0,60 1,00 4,00 VRec 0,60 2,10 3,10 5,10Concrete (C30/37)NRu,m 1,26 3,64 4,69 8,26 0,84 1,40 5,60 NRu,m 0,84 2,94 4,34 7,14NRec 0,90 2,60 3,35 5,90 0,60 1,00 4,00 VRec 0,60 2,10 3,10 5,10Solid concrete blocks type B120 (fc = 13,5 Mpa)NRu,m 0,56 1,33 1,75 2,66 0,84 1,40 5,60 NRu,m 0,70 2,45 3,08 4,41NRec 0,40 0,95 1,25 1,90 0,60 1,00 4,00 VRec 0,50 1,75 2,20 3,15Solid bricks (fc = 55 Mpa)NRu,m 0,98 2,66 3,36 5,74 0,56 1,33 2,66 NRu,m 0,77 2,66 4,20 5,60NRec 0,70 1,90 2,40 4,10 0,40 0,95 1,90 VRec 0,55 1,90 3,00 4,00Hollow concrete blocks type B40 not rendered (fc = 6,5 Mpa)NRu,m 0,42 0,42 0,42 0,42 0,42 0,42 0,42 NRu,m 1,04 1,32 1,53 1,60NRec 0,30 0,30 0,30 0,30 0,30 0,30 0,30 VRec 0,74 0,94 1,09 1,14Hollow bricks type eco-30 not rendered (fc = 4,5 Mpa)NRu,m 0,26 0,30 0,41 0,51 0,26 0,30 0,51 NRu,m 0,98 1,18 1,58 2,23NRec 0,18 0,22 0,29 0,37 0,18 0,22 0,37 VRec 0,70 0,84 1,13 1,59

Spacing data

SPIT UNI Minimum distance between anchors and from edges (mm)

Scr,1 mini

without edge influenceCcr,N mini Ccr,V mini

M6 90 70 70

M8 100 80 80

M10 115 90 90

M12 150 115 115

* Derived from test results

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SPIT DYNABOLTZinc coated steel

92

1/4

¬ Sleeve type expansion anchor

d

L

d0

heftfixTinst

hmin

h0

APPLICATION

¬ Wall plates,

¬ Porches,

¬ Signs,

¬ Angle rion, hand rails.

1 Drill a hole corresponding to the external diameter of the anchor with a depth equal to the minimum anchor depth plus the diameter of the anchor.

2 Position the anchor into the hole until it just touches the part to be fixed.

3 Tighten the anchor until the recommended torque is achieved.

MATERIAL

¬ Bolt class 6.8

Technical data

INSTALLATION

1

2

3

DYNABOLT Max. Max. thick Min thick Ø thread Drilling Ø drill Total Max. Code HEX HEAD anchor of part to of base depth bit rod tighten depth be fixed material length torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO L Tinst

HB M6X45/8 26 8 55 M6 45 8 45 9 050252 HB M6X70/30 30 30 55 M6 45 8 70 9 050253 HB M6X95/56 30 56 55 M6 45 8 95 9 050254 HB M8X55/10 28 8 65 M8 50 10 55 20 050255 HB M8X80/35 34 35 65 M8 50 10 80 20 050256 HB M8X105/62 34 62 65 M8 50 10 105 20 050257 HB M10X75/18 44 18 80 M10 65 12 75 40 050259 HB M10X105/45 44 46 80 M10 65 12 105 40 050260 HB M12X110/49 44 49 95 M12 65 16 110 70 050262

Threaded part M6 M8 M10 M12 fuk (N/mm2) Résistance à la traction min. 600 600 600 600 fyk (N/mm2) Limite d’élasticité 480 480 480 480 Wel (mm3) Module d’inertie en flexion 12,7 31,2 62,3 109,2 M0

Rk,s (Nm) Moment de flexion caractéristique 9,15 22,5 44,8 72 M (Nm) Moment de flexion admissible 4,5 11,2 22,4 36,0


Dimensions Tensile concrete Eye/Hook C20/25 (kN) Diameter (mm) Hook version 0,6 11 Eye version 0,6 8

Spécial products - Recommended loads in kN

DYNABOLT HOOK/EYE Hook 30 - 55 - 45 8 - - 050272 Eye 30 - 55 - 45 8 - - 050273

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93


2/4


TENSILE SHEAR


Minimum anchorage depth hef 26 28 35 39 NRu,m 6,1 8,1 12,2 14,2 NRk 4,6 6,1 9,2 10,7

Maximum anchorage depth hef 30 34 44 46 NRu,m 7,6 10,8 17,2 18,2 NRk 5,7 8,1 12,9 13,7

Anchor size M6 M8 M10 M12 VRu,m 7,3 13,2 20,9 30,4 VRk 6,1 11,0 17,4 25,3


TENSILE SHEAR



hef 26 28 35 39 NRd 2,2 2,9 4,4 5,1

Maximum anchorage depth hef 30 34 44 46 NRd 2,7 3,9 6,1 6,5

Mc = 2,1

Anchor size M6 M8 M10 M12 VRd 3,8 6,9 10,9 15,8 Ms = 1,6



TENSILE SHEAR


Minimum anchorage depth hef 26 28 35 39 NRec 1,6 2,1 3,1 3,6

Maximum anchorage depth hef 30 34 44 46 NRec 1,9 2,8 4,4 4,7

Mc = 2,1

Anchor size M6 M8 M10 M12 VRec 2,7 4,9 7,8 11,3 Ms = 1,6


Recommended loads (Nrec, Vrec) in engineering clay bricks BP 400 (fc > 40 N/mm2) in kN

TENSILE SHEAR

Anchor size M6 M8 M10 M12 hef 30 34 44 46 NRec 1,6 2,1 3,8 4,2

Anchor size M6 M8 M10 M12 VRec 2,0 3,65 5,8 8,45


94

SPIT CC- Method


Concrete class fB

C20/25 1 C30/40 1,14 C40/60 1,26 C50/60 1,34

N + V 1,2


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

3/4




Minimum anchorage depth hef 26 28 35 39 N0Rd,c (C20/25) 3,2 3,6 5,0 5,8

Maximum anchorage depth hef 30 34 44 46 N0Rd,c (C20/25) 3,9 4,8 7,0 7,5

Mc = 2,1


NRd,s Steel design tensile resistance Anchor size M6 M8 M10 M12 NRd,s 6,3 11,5 18,1 26,4

Ms = 2

¬ Steel resistance

N


Minimum anchorage depth hef 26 28 35 39 N0Rd,p (C20/25) 2,2 2,9 4,4 5,1

Maximum anchorage depth hef 30 34 44 46 N0Rd,p (C20/25) 2,7 3,9 6,1 6,5

Mc = 2,1


VRd,s Steel design shear resistance Anchor size M6 M8 M10 M12 VRd,s 3,8 6,9 10,9 15,8

Ms = 1,6

¬ Steel resistance

V



Minimum anchorage depth hef 26 28 35 39 Cmin 45 50 60 70 Smin 85 100 115 170 V0Rd,c (C20/25) 2,3 2,9 4,2 5,9

Maximum anchorage depth hef 30 34 44 46 Cmin 50 60 75 100 Smin 95 120 145 200 V0Rd,c (C20/25) 2,7 3,9 6,1 10,4

Mc = 1,5



V = VSd / VRd 1

¬ Pryout failureV

V0Rd,cp Design pryout resistance Dimensions M6 M8 M10 M12

Minimum anchorage depth hef 26 28 35 39 V0Rd,cp (C20/25) 4,5 5,0 7,0 8,2

Maximum anchorage depth hef 30 34 44 46 V0Rd,cp (C20/25) 5,5 6,7 9,8 10,5

Mcp = 1,5


95

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SPIT CC- Method4/4


s

N


N

c

Smin < S < Scr,N

Scr,N = 3.hef


Cmin < C < Ccr,N

Ccr,N = 1,5.hef






V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

spacing S Reduction factor s Maximum anchorage depth M6 M8 M10 M12 95 1,00 120 1,00 145 1,00 200 1,00

SPACING S Reduction factor s Minimum anchorage depth M6 M8 M10 M12 85 1,00 100 1,00 115 1,00 170 1,00

EDGE C Reduction factor s Maximum anchorage depth M6 M8 M10 M12 50 1,00 60 1,00 75 1,00 100 1,00

EDGE C Reduction factor s Minimum anchorage depth M6 M8 M10 M12 45 1,00 50 1,00 60 1,00 70 1,00

SPIT EPCON C8Standard embedment (Zn and A4)

96

Ambient temperature (°C) SPIT EPCON C8 resin Max. time for Waiting time Curing time (h) installation (min.) for 45% load (h) 40°C 5 3 630°C 8 5 820°C 14 6 1210°C 20 12 235°C 26 15 26

Setting time

100%

20 40 60 80 100 120 140

80%

60%

40%

20%

0%

Temperature of the fixing (°C)

Effe

ct o

f te

mpe

ratu

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on t

he r

esis

tanc

e

1/10

¬ Epoxy resin - High performance

=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION

¬ Steel profiles

¬ Fixing machinery (resistant to vibration)

¬ Storage tanks, pipes

¬ Signs

¬ Guard rails

¬ Electrical insulated fixings

¬ Drinking water installations

MATERIAL

¬ Threaded Zinc rod M8-M16: cold formed steel NF A35-053

¬ Threaded Zinc rod M20-M30: 11 SMnPb37 - NFA 35-561

¬ Threaded SS rod M8 - M24: A4-70 acc. ISO 3506-1

¬ Threaded SS rod M30: A4-50 acc. ISO 3506-1

¬ Zinc coating 5 μm min. NF E25-009

Technical data

Threaded part (Maxima rod) M8 M10 M12 M16 M20 M24 M30 fuk (N/mm2) Min. tensile strength Zn 600 600 600 600 520 520 520 fyk(N/mm2) Yield strength Zn 420 420 420 420 420 420 420 fuk (N/mm2) Min. tensile strength A4 700 700 700 700 700 700 500 fyk(N/mm2) Min. Yield strength A4 350 350 350 350 350 350 200 As (mm2) Stressed cross-section 36.6 58 84.3 157 227 326.9 522.8 M0

Rk,s (Nm) Characteristic bending moment Zn 22 45 78 200 301 520 1052 M0

Rk,s (Nm) Characteristic bending moment A4 22 45 80 207 405 700 1011 M (Nm) Recommended bending moment Zn 9.0 18.4 31.8 81.6 122.9 212.2 429.4 M (Nm) Recommended bending moment A4 9.0 18.4 32.7 84.5 165.3 285.7 412.7


SPIT EPCON C8 Max. Max. thick Min thick Ø Drilling Ø Ø Total Tighening Code resin with Zinc anchor of part to of base Thread depth Drill Clearance length torque coated steel depth be fixed material bit MAXIMA rod (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tinst

EPCON C8 M8 80 15 110 8 80 10 9 110 10 055800 EPCON C8 M10 90 20 120 10 90 12 12 130 20 055801 EPCON C8 M12 110 25 140 12 110 14 14 160 30 055802 EPCON C8 M16 125 35 160 16 125 18 18 190 60 055803 EPCON C8 M20 170 65 220 20 170 25 22 260 120 055804 EPCON C8 M24 210 63 265 24 210 28 26 300 200 055805 EPCON C8 M30 280 70 350 30 280 35 33 380 400 050940 EPCON C8 Epoxy Resin, dual component cartridge - vol. 450 ml 050887 EPCON C8 Epoxy Resin, dual component cartridge - vol. 900 ml 055829* These are zinc coated Maxima studs, for standard studs or SS studs see catalogue.

*Premium cleaning:

2 blowing with compressed air

2 brushing with brushed fitted on a drilling machine

2 blowing with compressed air

INSTALLATION

Premium cleaning*

Chemical Concentration Resistance substances (%) Sulfuric acid 10 (o) Hydrochloric acid 10 (o) Nitric acid 10 (o) Acetic acid 10 (o) Ammonium hydroxide 10 (o) or ammoniac Sodium Hypochlorite 5 (o) Sodium hydroxide 50 (o) (or Caustic soda)

Substances Concentration Résistance chimiques (%) Acetone (-) Toluène (o) Ethanol (o) Methyl-ethyl-ketone (MEK) (-) Methanol (-) Demineralized water (+) Sea water 100 (+) Engine Petrol 100 (+) Motor oil 100 (+)

Chemical resistance of the SPIT EPCON C8 anchor


ETAETA Option 1n° 10/0309


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TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280

Non-cracked concrete NRu,m 39,4 55,3 81,2 115,0 183,5 257,7 403,8 NRk 32,1 45,2 66,2 93,8 149,8 211,4 330,5

Cracked concrete NRu,m 27,0 37,7 55,1 82,5 139,4 205,4 340,4 NRk 20,8 29,1 42,3 63,6 107,3 157,9 261,3

Anchor size M8 M10 M12 M16 M20 M24 M30 VRu,m 15.92 22.75 32.8 56.2 73.6 115.0 177.7 VRk 10.98 18.9 25.3 46.8 59.02 95.8 135.9


TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280

Non-cracked concrete NRd 17,8 25,1 36,8 52,1 83,2 117,4 183,6

Cracked concrete NRd 11,6 16,1 23,5 35,3 59,6 87,7 145,1

Mc = 1.8


VRd 7.7 13.2 17.7 32.7 39.3 63.9 90.6Ms = 1.43 for M8 to M16 and Ms = 1.5 for M20 to M30

*Derived from test results with studs grade 10,9


TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 NRec 13.5 16.8 24.6 27.4 40.6 60.2 100.3

F = 1.4 ; Mc = 1.8

Anchor size M8 M10 M12 M16 M20 M24 M30 VRec 5.5 9.4 12.6 23.4 28.1 45.6 64.7

F = 1.4 ; Ms = 1.43 for M8 to M16 and Ms = 1.5 for M20 to M30


The loads specified on this page allow judging the product’s performances, but cannot be used for the designing.The data given in the pages “CC method” (p. 3/10 to p. 10/10) have to be applied.

Anchor size 8 10 12 16 20 24 30 Ø Drilling (mm) 10 12 14 18 25 28 35 Drilling depth (mm) 80 90 110 125 170 210 280 Nb. of sealings for one cartridge EPCON C8 450 ml 165 120 83 56 12 11 5 EPCON C8 900 ml 331 241 167 112 25 22 10

Number of sealings per cartridge


98


TENSILE in kN SHEAR en kN

N0Rd,c Design cone resistance Anchor size M8 M10 M12 M16 M20 M24 M30

hef 80 90 110 125 170 210 280

Non-cracked 20,0 23,9 32,3 39,1 62,1 85,2 131,2

Cracked 14,3 17,1 23,1 28,0 44,3 60,9 93,7Mc = 1.8

¬ Concrete cone resistance for dry and wet concrete (1)

N

NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 M20 M24 M30

SPIT MAXIMA A4 12,3 19,8 28,9 54,5 85,0 122,5 91,3

SPIT MAXIMA Zn 12,9 20,5 29,8 55,6 79,2 114,1 182,6

Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7MAXIMA A4 : Ms = 1.87 for M8-M24 and Ms = 2.86 for M30 MAXIMA Zn: Ms = 1.71 for M8-M16 and Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: Ms = 1.5 and 10.9 = Ms = 1.5

¬ Steel resistance

N

¬ Pull-out resistance for dry and wet concrete (1)

N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M16 M20 M24 M30

hef 80 90 110 125 170 210 280

Non-cracked 17,9 25,1 36,9 52,4 83,1 114,4 190,6

Cracked 10,6 14,9 20,7 29,7 50,4 74,8 102,6Mc = 1.8


VRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 M20 M24 M30

SPIT MAXIMA A4 7,3 11,9 17,3 32,7 51,3 73,1 55,0

SPIT MAXIMA Zn 7,7 12,2 17,7 32,9 39,3 56,7 90,7

Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2

Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7

MAXIMA A4 : Ms = 1.56 for M8-M24 and Ms = 2.38 for M30 MAXIMA Zn: Ms = 1.43 for M8-M16 and Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: Ms = 1.25 Std. rod grade 10.9: Ms = 1.5


Concrete class fB

C25/30 1.02 C30/40 1.08 C40/60 1.10 C50/60 1.12

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 Cmin (mm) 40 50 60 80 100 120 150 Smin (mm) 40 50 60 80 100 120 150 Non-cracked 2,5 3,8 5,5 9,4 15,4 21,9 34,6 Cracked 1,8 2,7 3,9 6,7 11 15,6 24,7 Mc = 1.5



V = VSd / VRd 1

N + V 1.2

3/10


Angle [°] f ,V

0 to 55 1 60 1.1 70 1.2 80 1.5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 Non-cracked 35,7 47,8 64,6 78,3 124,1 170,4 262,4 Cracked 21,2 29,8 41,5 55,9 88,7 121,7 187,4

Mcp = 1.5

¬ Pryout failureV

(1) The concrete in the area of the anchorage is water statured. The anchor may be installed in flooded holes, but the figures above cannot be used, you must use the values given in the ETA for the category 2.

* Special grade available on request.


99

Chem

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anch

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N

c

s

N SPACING S Reduction factor s Non-cracked concrete

M8 M10 M12 M16 40 0,58 50 0,60 0,59 60 0,63 0,61 0,59 0,58 80 0,67 0,65 0,62 0,61 100 0,71 0,69 0,65 0,63 150 0,81 0,78 0,73 0,70 200 0,92 0,87 0,80 0,77 250 1,00 0,96 0,88 0,83 300 1,00 0,95 0,90 330 1,00 0,94 375 1,00

SPACING S Reduction factor s Non-cracked concrete

M20 M24 M30 100 0,60 120 0,62 0,60 150 0,65 0,62 0,59 180 0,68 0,64 0,61 200 0,70 0,66 0,62 250 0,75 0,70 0,65 350 0,84 0,78 0,71 450 0,94 0,86 0,77 510 1,00 0,90 0,80 630 1,00 0,88 750 1,00 0,95 840 1,00

EDGE C Reduction factor c,N Non-cracked concrete

M8 M10 M12 M16 40 0,50 50 0,56 0,53 60 0,63 0,58 0,52 80 0,75 0,69 0,61 0,57 120 1,00 0,92 0,80 0,73 135 1,00 0,86 0,79 165 1,00 0,91 190 1,00


M20 M24 M30 100 0,54 120 0,60 0,54 150 0,69 0,61 0,52 180 0,78 0,68 0,57 200 0,84 0,73 0,61 255 1,00 0,86 0,71 315 1,00 0,81 420 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

s-c,V 1.00 1.31 1.66 2.02 2.41 2.83 3.26 3.72 4.19 4.69 5.20 5.72


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

Smin S Scr,N

Scr,N = 3.hef

S Must be used for each spacing influenced the anchors group.

Cmin C Ccr,N

Ccr,N = 1,5.hef

c,N Must be used for each spacing influenced the anchors group.

4/10


1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

1.0 0.67 0.84 1.03 1.22 1.43 1.65 1.88 2.12 2.36 2.62 2.89 3.16 1.5 0.75 0.93 1.12 1.33 1.54 1.77 2.00 2.25 2.50 2.76 3.03 3.31 2.0 0.83 1.02 1.22 1.43 1.65 1.89 2.12 2.38 2.63 2.90 3.18 3.46 2.5 0.92 1.11 1.32 1.54 1.77 2.00 2.25 2.50 2.77 3.04 3.32 3.61 3.0 1.00 1.20 1.42 1.64 1.88 2.12 2.37 2.63 2.90 3.18 3.46 3.76 3.5 1.30 1.52 1.75 1.99 2.24 2.50 2.76 3.04 3.32 3.61 3.91 4.0 1.62 1.86 2.10 2.36 2.62 2.89 3.17 3.46 3.75 4.05 4.5 1.96 2.21 2.47 2.74 3.02 3.31 3.60 3.90 4.20 5.0 2.33 2.59 2.87 3.15 3.44 3.74 4.04 4.35 5.5 2.71 2.99 3.28 3.71 4.02 4.33 4.65 6.0 2.83 3.11 3.41 3.71 4.02 4.33 4.65

SPIT EPCON C8Embedment 12xø (Zn and A4)

100

SPIT CC- Method (values issued from ETA)5/10

NRd,s Steel design tensile resistanceAnchor size M8 M10 M12 M16 M20 M24 M30

SPIT MAXIMA A4 12,3 19,8 28,9 54,5 85,0 122,5 91,3

SPIT MAXIMA Zn 12,9 20,5 29,8 55,6 79,2 114,1 182,6

Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA A4: Ms = 1.87 for M8-M24 and Ms = 2.86 for M30 MAXIMA Zn: Ms = 1.71 for M8-M16 and Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: Ms = 1.5 and 10.9 = Ms = 1.5

¬ Steel resistance

N


SPIT MAXIMA A4 7,3 11,9 17,3 32,7 51,3 73,1 55,0

SPIT MAXIMA Zn 7,7 12,2 17,7 32,9 39,3 56,7 90,7

Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2

Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7

MAXIMA A4: Ms = 1.56 for M8-M24 and Ms = 2.38 for M30

MAXIMA Zn: Ms = 1.43 for M8-M16 and Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: Ms = 1.25 Std. rod grade 10.9: Ms = 1.5

¬ Steel resistance

V



hef 95 120 144 192 220 280 330

Non-cracked 25,9 36,8 48,4 74,5 91,4 131,2 167,9

Cracked 18,5 26,3 34,6 53,2 65,3 93,7 119,9 Mc = 1.8


N

¬ Pull - out resistance for dry and wet concrete (1) N

N0Rd,p Design pull - out resistanceAnchor size M8 M10 M12 M16 M20 M24 M30

hef 95 120 144 192 220 280 330

Non-cracked 21,2 33,5 48,3 80,4 107,5 152,5 224,6

Cracked 12,6 19,9 27,1 45,6 65,3 99,7 121,0 Mc = 1.8



Concrete class fB

C25/30 1.02 C30/40 1.08 C40/60 1.10 C50/60 1.12

V0Rd,c Design concrete edge resistance at minimun edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 M30 hef (mm) 95 120 144 192 220 280 330 Cmin (mm) 40 50 60 80 100 120 150 Smin (mm) 40 50 60 80 100 120 150 Non-cracked 2,6 3,5 5,1 7,5 12,7 18,9 32,2 Cracked 1,8 2,5 3,6 5,3 9 13,5 23 Mc = 1.5



V = VSd / VRd 1

N + V 1.2

f ,V INFLUENCE OF SHEAR LOADING DIRECTION.

Angle [°] f ,V

0 tot 55 1 60 1.1 70 1.2 80 1.5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

V0Rd,cp Design pryout resistanceAnchor size M8 M10 M12 M16 M20 M24 M30 hef (mm) 95 120 144 192 220 280 330Non-cracked 42,4 67,0 96,5 149,0 182,7 262,4 335,7Cracked 25,2 39,8 54,3 91,1 130,5 187,4 239,8 Mcp = 1.5

¬ Pryout failureV




101

Chem

ical

anch

ors








N

c

s


M8 M10 M12 M16 40 0,57 50 0,59 0,57 60 0,61 0,58 0,57 0,55 80 0,64 0,61 0,59 0,57 100 0,68 0,64 0,62 0,59 150 0,76 0,71 0,67 0,63 200 0,85 0,78 0,73 0,67 290 1,00 0,90 0,84 0,75 360 1,00 0,92 0,81 435 1,00 0,88 580 1,00


M20 M24 M30 100 0,58 120 0,59 0,57 150 0,61 0,59 0,58 180 0,64 0,61 0,59 200 0,65 0,62 0,60 250 0,69 0,65 0,63 300 0,73 0,68 0,65 400 0,80 0,74 0,70 500 0,88 0,80 0,75 660 1,00 0,89 0,83 840 1,00 0,92 990 1,00


M8 M10 M12 M16 40 0,46 50 0,51 0,46 60 0,57 0,50 0,46 80 0,67 0,58 0,53 0,46 145 1,00 0,85 0,75 0,63 180 1,00 0,88 0,72 215 1,00 0,81 290 1,00


M20 M24 M30 100 0,48 120 0,52 0,46 150 0,59 0,52 0,48 200 0,70 0,61 0,55 250 0,82 0,70 0,63 330 1,00 0,84 0,75 420 1,00 0,89 500 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

s-c,V 1.00 1.31 1.66 2.02 2.41 2.83 3.26 3.72 4.19 4.69 5.20 5.72

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

Smin S Scr,N

Scr,N = 3.hef


Cmin C Ccr,N

Ccr,N = 1,5.hef



1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

1.0 0.67 0.84 1.03 1.22 1.43 1.65 1.88 2.12 2.36 2.62 2.89 3.16 1.5 0.75 0.93 1.12 1.33 1.54 1.77 2.00 2.25 2.50 2.76 3.03 3.31 2.0 0.83 1.02 1.22 1.43 1.65 1.89 2.12 2.38 2.63 2.90 3.18 3.46 2.5 0.92 1.11 1.32 1.54 1.77 2.00 2.25 2.50 2.77 3.04 3.32 3.61 3.0 1.00 1.20 1.42 1.64 1.88 2.12 2.37 2.63 2.90 3.18 3.46 3.76 3.5 1.30 1.52 1.75 1.99 2.24 2.50 2.76 3.04 3.32 3.61 3.91 4.0 1.62 1.86 2.10 2.36 2.62 2.89 3.17 3.46 3.75 4.05 4.5 1.96 2.21 2.47 2.74 3.02 3.31 3.60 3.90 4.20 5.0 2.33 2.59 2.87 3.15 3.44 3.74 4.04 4.35 5.5 2.71 2.99 3.28 3.71 4.02 4.33 4.65 6.0 2.83 3.11 3.41 3.71 4.02 4.33 4.65


102




hef 128 160 192 256 320 384 480

Non-cracked 40,5 56,7 74,5 114,7 160,3 210,7 294,5

Cracked 29,0 40,5 53,2 81,9 114,5 150,5 210,3 Mc = 1.8


N


Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 Std. rod grade 5.8 and 8.8: Ms = 1.5 Std. rod grade 10.9: Ms = 1.4

¬ Steel resistance

N

¬ Pull-out resistance for dry and wet concrete (1) N


hef 128 160 192 256 320 384 480

Non-cracked 28,6 44,7 64,3 107,2 156,4 209,1 326,7

Cracked 17,0 26,5 36,2 60,8 94,9 136,7 175,9 Mc = 1.8



Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2

Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7

Std. rod grade 5.8 and 8.8: Ms = 1.25 Std. rod grade 10.9: Ms = 1.5


Concrete class fB

C25/30 1.02 C30/40 1.08 C40/60 1.10 C50/60 1.12

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 M30 hef 128 160 192 256 320 384 480 Cmin (mm) 40 50 60 80 100 120 150 Smin (mm) 40 50 60 80 100 120 150 Non-cracked 2,8 3,7 5,4 7,9 13,7 20,2 34,7 Cracked 2 2,6 3,8 5,6 9,7 14,4 24,7 Mc = 1.5



V = VSd / VRd 1

N + V 1.2


Angle [°] f ,V

0 to 55 1 60 1.1 70 1.2 80 1.5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef 128 160 192 256 320 384 480 Non-cracked 57,2 89,4 128,7 214,5 312,8 418,2 588,9 Cracked 34,0 53,1 72,4 121,5 189,9 273,4 351,9 Mcp = 1.5

¬ Pryout failureV




103

Chem

ical

anch

ors








N

c

s


M8 M10 M12 M16 40 0,55 50 0,57 0,55 60 0,58 0,56 0,55 0,54 80 0,60 0,58 0,57 0,55 120 0,66 0,63 0,60 0,58 200 0,76 0,71 0,67 0,63 250 0,83 0,76 0,72 0,66 385 1,00 0,90 0,83 0,75 480 1,00 0,92 0,81 580 1,00 0,88 770 1,00


M20 M24 M30 100 0,55 120 0,56 0,55 150 0,58 0,57 0,55 250 0,63 0,61 0,59 350 0,68 0,65 0,62 550 0,79 0,74 0,69 650 0,84 0,78 0,73 750 0,89 0,83 0,76 850 0,94 0,87 0,80 960 1,00 0,92 0,83 1150 1,00 0,90 1440 1,00


M8 M10 M12 M16 40 0,41 50 0,45 0,41 60 0,48 0,44 0,41 80 0,56 0,50 0,46 0,41 190 0,99 0,84 0,74 0,62 240 1,00 0,88 0,72 290 1,00 0,82 385 1,00


M20 M24 M30 100 0,41 120 0,44 0,41 150 0,48 0,45 0,41 250 0,64 0,58 0,51 300 0,72 0,64 0,56 480 1,00 0,88 0,75 580 1,00 0,85 720 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

s-c,V 1.00 1.31 1.66 2.02 2.41 2.83 3.26 3.72 4.19 4.69 5.20 5.72

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

Smin S Scr,N

Scr,N = 3.hef


Cmin C Ccr,N

Ccr,N = 1,5.hef



1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

1.0 0.67 0.84 1.03 1.22 1.43 1.65 1.88 2.12 2.36 2.62 2.89 3.16 1.5 0.75 0.93 1.12 1.33 1.54 1.77 2.00 2.25 2.50 2.76 3.03 3.31 2.0 0.83 1.02 1.22 1.43 1.65 1.89 2.12 2.38 2.63 2.90 3.18 3.46 2.5 0.92 1.11 1.32 1.54 1.77 2.00 2.25 2.50 2.77 3.04 3.32 3.61 3.0 1.00 1.20 1.42 1.64 1.88 2.12 2.37 2.63 2.90 3.18 3.46 3.76 3.5 1.30 1.52 1.75 1.99 2.24 2.50 2.76 3.04 3.32 3.61 3.91 4.0 1.62 1.86 2.10 2.36 2.62 2.89 3.17 3.46 3.75 4.05 4.5 1.96 2.21 2.47 2.74 3.02 3.31 3.60 3.90 4.20 5.0 2.33 2.59 2.87 3.15 3.44 3.74 4.04 4.35 5.5 2.71 2.99 3.28 3.71 4.02 4.33 4.65 6.0 2.83 3.11 3.41 3.71 4.02 4.33 4.65


104




hef (mm) 160 200 240 320 400 480 600 Non-cracked 56,7 79,2 104,1 160,3 224,0 294,5 411,5 Cracked 40,5 56,6 74,4 114,5 160,0 210,3 293,9

Mc = 1,8


N


Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7


¬ Steel resistance

N

¬ Pull-out resistance for dry and wet concrete (1) N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef (mm) 160 200 240 320 400 480 600 Non-cracked 35,7 55,9 80,4 134,0 195,5 261,4 408,4 Cracked 21,2 33,2 45,2 76,0 118,7 170,9 219,9

Mc = 1,8



Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2

Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7



Concrete class fB

C25/30 1.02 C30/40 1.08 C40/60 1.10 C50/60 1.12

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 M30 hef (mm) 160 200 240 320 400 480 600 Cmin (mm) 40 50 60 80 100 120 150 Smin (mm) 40 50 60 80 100 120 150 Non-cracked 2,9 3,9 5,7 8,3 14,3 21,1 36,3 Cracked 2 2,7 4 5,9 10,2 15 25,9 Mc = 1,5



V = VSd / VRd 1

N + V 1.2


Angle [°] f ,V

0 to 55 1 60 1.1 70 1.2 80 1.5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef (mm) 160 200 240 320 400 480 600 Non-cracked 71,5 111,7 160,8 268,1 391,0 522,8 816,8 Cracked 42,4 66,3 90,5 151,9 237,4 341,8 439,8

Mcp = 1,5

¬ Pryout failureV




105

Chem

ical

anch

ors








N

c

s


M8 M10 M12 M16 40 0,54 50 0,55 0,54 60 0,56 0,55 0,54 0,53 80 0,58 0,57 0,56 0,54 150 0,66 0,63 0,60 0,58 250 0,76 0,71 0,67 0,63 350 0,86 0,79 0,74 0,68 480 1,00 0,90 0,83 0,75 600 1,00 0,92 0,81 720 1,00 0,88 960 1,00


M20 M24 M30 100 0,54 120 0,55 0,54 150 0,56 0,55 0,54 250 0,60 0,59 0,57 350 0,65 0,62 0,60 450 0,69 0,66 0,63 600 0,75 0,71 0,67 800 0,83 0,78 0,72 1000 0,92 0,85 0,78 1200 1,00 0,92 0,83 1450 1,00 0,90 1800 1,00


M8 M10 M12 M16 40 0,38 50 0,41 0,38 60 0,44 0,40 0,38 80 0,50 0,45 0,42 0,38 240 1,00 0,85 0,75 0,63 300 1,00 0,88 0,72 360 1,00 0,81 480 1,00


M20 M24 M30 100 0,38 120 0,40 0,38 150 0,44 0,41 0,38 250 0,56 0,51 0,46 400 0,75 0,67 0,58 600 1,00 0,88 0,75 720 1,00 0,85 900 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

s-c,V 1.00 1.31 1.66 2.02 2.41 2.83 3.26 3.72 4.19 4.69 5.20 5.72

Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

Smin S Scr,N

Scr,N = 3.hef


Cmin C Ccr,N

Ccr,N = 1,5.hef



1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2

1.0 0.67 0.84 1.03 1.22 1.43 1.65 1.88 2.12 2.36 2.62 2.89 3.16 1.5 0.75 0.93 1.12 1.33 1.54 1.77 2.00 2.25 2.50 2.76 3.03 3.31 2.0 0.83 1.02 1.22 1.43 1.65 1.89 2.12 2.38 2.63 2.90 3.18 3.46 2.5 0.92 1.11 1.32 1.54 1.77 2.00 2.25 2.50 2.77 3.04 3.32 3.61 3.0 1.00 1.20 1.42 1.64 1.88 2.12 2.37 2.63 2.90 3.18 3.46 3.76 3.5 1.30 1.52 1.75 1.99 2.24 2.50 2.76 3.04 3.32 3.61 3.91 4.0 1.62 1.86 2.10 2.36 2.62 2.89 3.17 3.46 3.75 4.05 4.5 1.96 2.21 2.47 2.74 3.02 3.31 3.60 3.90 4.20 5.0 2.33 2.59 2.87 3.15 3.44 3.74 4.04 4.35 5.5 2.71 2.99 3.28 3.71 4.02 4.33 4.65 6.0 2.83 3.11 3.41 3.71 4.02 4.33 4.65

1/6

SPIT EPOMAXZinc coated steel (standard anchorage)

106

¬ Vinylester chemical resin - High performance

=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION

¬ Fixing steel framed structures


¬ Fixing of storage silos, refinery pipework supports

¬ Fixing motorway signs

¬ Fixing safety barriers

MATERIAL

¬ Threaded rod M8-M16: cold formed steel NF A35-053

¬ Threaded rod M20-M30: 11 SMnPb37 - NFA 35-561

¬ Nut: Steel, EN 20898-2 grade 6 or 8

¬ Washer: Steel DIN 513


SPIT EPOMAX Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code resin with Zinc anchor of part to of base depth bit rod tighten coated steel depth be fixed material lenth MAXIMA rod (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tinst

EPOMAX M8 80 15 110 8 80 10 9 110 10 055800 EPOMAX M10 90 20 120 10 90 12 12 130 20 055801 EPOMAX M12 110 25 140 12 110 14 14 160 30 055802 EPOMAX M16 125 35 160 16 125 18 18 190 60 055803 EPOMAX M20 170 65 220 20 170 25 22 260 120 055804 EPOMAX M24 210 63 265 24 210 28 26 300 200 055805 EPOMAX M30 280 70 350 30 280 35 33 380 400 050940 EPOMAX Dual component cartridge vinylester resin - vol. 150 ml 050883 - vol. 345 ml 050884 - vol. 380 ml 050885


ETA ETA Option 7n° 05/0111

Threaded part (maxima Rod) M8 M10 M12 M16 M20 M24 M30 fuk (N/mm2) Min. tensile strength 600 600 600 600 520 520 520 fyk(N/mm2) Yield strength 420 420 420 420 420 420 420 As (mm2) Stressed cross-section 36,6 58 84,3 157 227 326,9 522,8 Wel (mm3) Elastic section modulus 31,2 62,3 109,2 277,5 482,4 833,7 1686,0 M0

Rk,s (Nm) Characteristic bending moment 22 45 78 200 301 520 1052 M (Nm) Recommended bending moment 9,0 18,4 31,8 81,6 122,9 212,2 429,4


Working time and curing time

Chemical Concentration Resistance substances (%) Acetic acid 50-75 (o) Acetic acid 0-50 (+) Acetone 10 (+) Ammonium hydroxide 20 (o) or Ammoniac Ammonium hydroxide 5 (+) or Ammoniac Bromine water 5 (+) Chlorine water 0-100 (+) Citric acid 0-100 (+) Concentrated 100 (+) phosphoric acid Deionized water 0-100 (+) Demineralized water (+) Diesel fuel 0-100 (+) Ethyl alcohol (Ethanol) 10 (o) Ethylene glycol 0-100 (+) Formic acid 10 (+) Fuel 100 (+) Heavy motor oil 100 (+)

Chemical Concentration Resistance substances (%) Heptane 100 (+) Hexane 100 (o) Hydrochloric acid 25 (o) Hydrochloric acid 15 (+) Lactic acid 0-100 (+) Nitric acid feb-15 (o) Phosphoric acid 80 (+) Phosphoric acid, vapor (+) and condensed Sea water 0-100 (+) Sodium carbonate 10 (+) Sodium chloride 0-100 (+) Sodium hydroxide 25 (o) (or Caustic soda) Sulfuric acid 71-75 (o) Sulfuric acid 0-70 (+) Sulfuric acid Fumes (+) Sulfuric acid / 10:20 (+) Phosphoric acid Turpentine (oil) (o)

Chemical resistance of the SPIT EPOMAX anchor

Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling.Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material.

n° QX 0070

INSTALLATION

*Premium cleaning:

2 blows with compressed air

2 brushing operation with brush on drilling machine


Premium cleaning*

Ambient temperature (°C) Working time Curing time Dry concrete Wet concrete 40°C 1 min 30 min 60 min 30°C 3 min 35 min 1 hour 10 min 20°C 6 min 40 min 1 hour 20 min 10°C 11 min 60 min 2 hours 0°C 22 min 3 hours 30 min 7 hours -5°C 75 min 12 hours 24 hours

2/6


107

Chem

ical

anch

ors


Mean Ultimate loads are derived from test results in admissible service conditions, and characteristic loads are statistically determined.

TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 NRu,m 29,9 42,5 57,8 79,5 90,8 175,3 219,2 NRk 22,1 31,1 45,6 61,6 73,7 109,3 147,8

Anchor size M8 M10 M12 M16 M20 M24 M30 VRu,m 15,92 22,75 32,8 56,2 73,6 115,0 177,7 VRk 10,98 18,9 25,3 46,8 59,02 95,8 135,9


Studs diameter 8 10 12 16 20 24 30 Drilling Ø (mm) 10 12 14 18 25 28 35 Drilling depth (mm) 80 90 110 125 170 210 280 Nb. of sealings for one cartridge EPOMAX 380 140 102 70 47 11 9 4 EPOMAX 345 127 92 64 43 10 8 4 EPOMAX 150 55 40 28 19 4 4 2



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 NRd 14,7 20,7 30,4 41,1 49,1 72,8 98,5

Mc = 1,5


VRd 7,7 13,2 17,7 32,7 39,3 63,9 90,6Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 NRec 10,5 14,8 21,7 29,3 35,1 52,0 70,4

F = 1,4 ; Mc = 1,5

Anchor size M8 M10 M12 M16 M20 M24 M30 VRec 5,5 9,4 12,6 23,4 28,1 45,6 64,7

F = 1,4 ; Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30



108



N0Rd,p Design cone resistance Anchor size M8 M10 M12 M16 M20 M24 M30

hef 80 90 110 125 170 210 280

-40°C to +120°C 24,0 28,7 38,8 47,0 74,5 102,3 157,4Mc = 1,5

¬ Concrete cone resistance for dry, wet (1) concrete with premium cleaning

N


SPIT MAXIMA rod 12,9 20,5 29,8 55,6 79,2 114,1 182,6

Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA rod : Ms = 1,71 for M8-M16 and Ms = 1,49 for M20-M30 Std. rod grade 5.8 and 8.8 : Ms = 1,5 Std. rod grade 10.9 : Ms = 1,4

¬ Steel resistance

N

¬ Pull out resistance for dry, wet (1) concrete with premium cleaning

N


hef 80 90 110 125 170 210 280

-40°C to +40°C 14,7 20,7 30,4 41,9 49,8 73,9 96,8

-40°C to +80°C 12,1 17,0 24,9 33,5 39,2 58,1 79,2

-40°C to +120°C 9,4 13,2 19,4 25,1 32,0 47,5 61,6Mc = 1,5


VRd,s Steel design shear resistance Anchor size M8 M10 M12 M16 M20 M24 M30

SPIT MAXIMA rod 7,7 12,2 17,7 32,9 39,3 56,7 90,7

Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2



Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2


Concrete class fB

C25/30 1,06 C30/40 1,17 C40/60 1,26 C50/60 1,34

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 Cmin 40 45 55 65 85 105 140 Smin 40 45 55 65 85 105 140 V0Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 31,2 Mc = 1,5



V = VSd / VRd 1

N + V 1,2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

3/6



¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280

-40°C to +40°C 29,5 41,5 60,8 83,8 99,7 147,8 193,5

-40°C to +80°C 24,1 33,9 49,8 67,0 78,3 116,1 158,3

-40°C to +120°C 18,8 26,4 38,7 50,3 64,1 95,0 123,2 Mc = 1,5


109

Chem

ical

anch

ors







N

c

s

N SPACING S Reduction factor s Non-cracked concrete M8 M10 M12 M16 40 0,58 50 0,60 0,59 60 0,63 0,61 0,59 0,58 80 0,67 0,65 0,62 0,61 100 0,71 0,69 0,65 0,63 150 0,81 0,78 0,73 0,70 200 0,92 0,87 0,80 0,77 250 1,00 0,96 0,88 0,83 300 1,00 0,95 0,90 330 1,00 0,94 375 1,00

SPACING S Reduction factor s Non-cracked concrete M20 M24 M30 100 0,60 120 0,62 0,60 150 0,65 0,62 0,59 180 0,68 0,64 0,61 200 0,70 0,66 0,62 250 0,75 0,70 0,65 350 0,84 0,78 0,71 450 0,94 0,86 0,77 510 1,00 0,90 0,80 630 1,00 0,88 750 1,00 0,95 840 1,00

EDGE C Reduction factor c,N Non-cracked concrete M8 M10 M12 M16 40 0,50 50 0,56 0,53 60 0,63 0,58 0,52 80 0,75 0,69 0,61 0,57 120 1,00 0,92 0,80 0,73 135 1,00 0,86 0,79 165 1,00 0,91 190 1,00

EDGE C Reduction factor c,N Non-cracked concrete M20 M24 M30 100 0,54 120 0,60 0,54 150 0,69 0,61 0,52 180 0,78 0,68 0,57 200 0,84 0,73 0,61 255 1,00 0,86 0,71 315 1,00 0,81 420 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/6

Smin < S < Scr,N

Scr,N = 2.hef


Cmin < C < Ccr,N

Ccr,N = hef


110




SPIT MAXIMA rod 12,9 20,5 29,8 55,6 79,2 114,1 182,6

Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3


¬ Steel resistance

N

¬ Pull out resistance for dry, wet concrete with premium cleaning

N


hef 95 120 144 192 220 280 330 -40°C to +40°C 17,5 27,6 39,8 64,3 64,5 98,5 114,0 -40°C to +80°C 14,3 22,6 32,6 51,5 50,7 77,4 93,3 -40°C to +120°C 11,1 17,6 25,3 38,6 41,5 63,3 72,6

Mc = 1,5



SPIT MAXIMA rod 7,7 12,2 17,7 32,9 39,3 56,7 90,7

Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0

Std. rod grade 8.8* 11,7 18,6 27,0 50,4 78,4 112,8 179,2



Concrete class fB

C25/30 1,1 C30/40 1,14 C40/60 1,26 C50/60 1,34

¬ Steel resistance

V




V = VSd / VRd 1

N + V 1,2 f ,V INFLUENCE OF SHEAR LOADING DIRECTION

Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

5/6

¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 -40°C to +40°C 35,0 55,3 79,6 128,7 129,0 197,0 228,1 -40°C to +80°C 28,7 45,2 65,1 102,9 101,4 154,8 186,6 -40°C to +120°C 22,3 35,2 50,7 77,2 82,9 126,7 145,1

Mcp = 1,5



N0Rd,p Design cone resistance Anchor size M8 M10 M12 M16 M20 M24 M30

hef 95 120 144 192 220 280 330

-40°C to +120°C 31,1 44,2 58,1 89,4 109,6 157,4 201,4Mc = 1,5


N

SPIT EPOMAXZinc coated steel (maximum anchorage)

111

Chem

ical

anch

ors

111







N

c

s

N SPACING S Reduction factor s Non-cracked concrete M20 M24 M30 100 0,58 120 0,59 0,57 150 0,61 0,59 0,58 180 0,64 0,61 0,59 200 0,65 0,62 0,60 250 0,69 0,65 0,63 300 0,73 0,68 0,65 400 0,80 0,74 0,70 500 0,88 0,80 0,75 660 1,00 0,89 0,83 840 1,00 0,92 990 1,00



V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

6/6

Smin < S < Scr,N

Scr,N = 2.hef


Cmin < C < Ccr,N

Ccr,N = hef


SPACING S Reduction factor s Non-cracked concrete M8 M10 M12 M16 40 0,57 50 0,59 0,57 60 0,61 0,58 0,57 0,55 80 0,64 0,61 0,59 0,57 100 0,68 0,64 0,62 0,59 150 0,76 0,71 0,67 0,63 200 0,85 0,78 0,73 0,67 290 1,00 0,90 0,84 0,75 360 1,00 0,92 0,81 435 1,00 0,88 580 1,00

SPIT EPOMAXZinc coated steel (maximum anchorage)

1/4

SPIT EPOMAXStainless steel

112


=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION


¬ Fixing machinery




MATERIAL

¬ Threaded rod M8-M24: A4-70 acc. ISO 3506-1

¬ Threaded rod M30: A4-50 acc. Iso 3506-1

¬ Nut: Stainless steel A4-80 (M8-M24), A4-70 (M30), NF EN 10088-3

¬ Washer: Stainless steel A4, NF EN 20898-2

SPIT EPOMAX Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code resin with anchor of part to of base depth bit rod tighten Stainless steel depth be fixed material lenth MAXIMA rod (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tinst

EPOMAX M8 A4 80 15 110 8 80 10 9 110 10 052400 EPOMAX M10 A4 90 20 120 10 90 12 12 130 20 052410 EPOMAX M12 A4 110 25 140 12 110 14 14 160 30 052420 EPOMAX M16 A4 125 35 160 16 125 18 18 190 60 052440 EPOMAX M20 A4 170 65 220 20 170 25 22 260 120 052450 EPOMAX M24 A4 210 63 265 24 210 28 26 300 200 052470 EPOMAX M30 A4 280 70 350 30 280 35 33 380 400 052490 EPOMAX Dual component cartridge vinylester resin - vol. 150 ml 050883 - vol. 345 ml 050884 - vol. 380 ml 050885


ETA

ETA Option 7n° 05/0111

Threaded part M8 M10 M12 M16 M20 M24 M30 fuk (N/mm2) Min. tensile strength 700 700 700 700 700 700 500 fyk(N/mm2) Yield strength 450 450 450 450 450 450 210 As (mm2) Stressed cross-section 36,6 58 84,3 157 227 326,9 522,8 Wel (mm3) Elastic section modulus 31,2 62,3 109,2 277,5 482,4 833,7 1686,0 M0



Chemical Concentration Resistance substances (%) Acetic acid 50-75 (o) Acetic acid 0-50 (+) Acetone 10 (+) Ammonium hydroxide 20 (o) or Ammoniac Ammonium hydroxide 5 (+) or Ammoniac Bromine water 5 (+) Chlorine water 0-100 (+) Citric acid 0-100 (+) Concentrated 100 (+) phosphoric acid Deionized water 0-100 (+) Demineralized water (+) Diesel fuel 0-100 (+) Ethyl alcohol (Ethanol) 10 (o) Ethylene glycol 0-100 (+) Formic acid 10 (+) Fuel 100 (+) Heavy motor oil 100 (+)

Chemical Concentration Resistance substances (%) Heptane 100 (+) Hexane 100 (o) Hydrochloric acid 25 (o) Hydrochloric acid 15 (+) Lactic acid 0-100 (+) Nitric acid fév-15 (o) Phosphoric acid 80 (+) Phosphoric acid, (+) vapor and condensed Sea water 0-100 (+) Sodium carbonate 10 (+) Sodium chloride 0-100 (+) Sodium hydroxide 25 (o) (or Caustic soda) Sulfuric acid 71-75 (o) Sulfuric acid 0-70 (+) Sulfuric acid Fumes (+) Sulfuric acid / 10:20 (+) Phosphoric acid Turpentine (oil) (o)

Chemical resistance of the SPIT EPOMAX anchor

Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling.Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material.

INSTALLATION

*Premium cleaning:




Premium cleaning*

Working time and curing time Ambient temperature (°C) Working time Curing time Dry concrete Wet concrete 40°C 1 min 30 min 60 min 30°C 3 min 35 min 1 hour 10 min 20°C 6 min 40 min 1 hour 20 min 10°C 11 min 60 min 2 hours 0°C 22 min 3 hours 30 min 7 hours -5°C 75 min 12 hours 24 hours

2/4


113

Chem

ical

anch

ors



TENSILE SHEAR





TENSILE SHEAR


Mc = 1,5


VRd 7,3 11,9 17,3 32,7 51,3 73,1 55,0Ms = 1,56 for M8 to M24 and Ms = 2,38 for M30



TENSILE SHEAR


F = 1,4 ; Mc = 1,5


F = 1,4 ; Ms = 1,56 for M8 to M24 and Ms = 2,38 for M30


Studs diameter 8 10 12 16 20 24 30 Drilling Ø (mm) 10 12 14 18 25 28 35 Drilling depth (mm) 80 90 110 125 170 210 280 Nb. of sealings for one cartridge EPOMAX 380 140 102 70 47 11 9 4 EPOMAX 345 127 92 64 43 10 8 4 EPOMAX 150 55 40 28 19 4 4 2



114




hef 80 90 110 125 170 210 280

-40°C to +120°C 24,0 28,7 38,8 47,0 74,5 102,3 157,4Mc = 1,5


N


SPIT MAXIMA rod 12,3 19,8 28,9 54,5 85,0 122,5 91,3

MAXIMA rod : Ms = 1,87 for M8-M24 and Ms = 2,86 for M30

¬ Steel resistance

N


N


hef 80 90 110 125 170 210 280 -40°C to +40°C 14,7 20,7 30,4 41,9 49,8 73,9 96,8 -40°C to +80°C 12,1 17,0 24,9 33,5 39,2 58,1 79,2 -40°C to +120°C 9,4 13,2 19,4 25,1 32,0 47,5 61,6

Mc = 1,5



SPIT MAXIMA rod 7,3 11,9 17,3 32,7 51,3 73,1 55,0

MAXIMA rod : Ms = 1,56 for M8-M24 and Ms = 2,38 for M30


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2


Concrete class fB

C20/25 1 C30/40 1,14 C40/60 1,26 C50/60 1,34

¬ Steel resistance

V




V = VSd / VRd 1

N + V 1,2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

3/4


¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 -40°C to +40°C 29,5 41,5 60,8 83,8 99,7 147,8 193,5 -40°C to +80°C 24,1 33,9 49,8 67,0 78,3 116,1 158,3 -40°C to +120°C 18,8 26,4 38,7 50,3 64,1 95,0 123,2 Mc = 1,5


115

Chem

ical

anch

ors







N

c

s





V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 3.hef


Cmin < C < Ccr,N

Ccr,N = 1.hef


1/4

SPIT EPOMAX PLUSZinc coated steel

116


=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION






MATERIAL






SPIT EPOMAX Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Max. Code resin with Zinc anchor of part to of base depth bit rod tighten coated steel depth be fixed material lenth MAXIMA rod (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Tinst

EPOMAX M8 80 15 110 8 80 10 9 110 10 055800 EPOMAX M10 90 20 120 10 90 12 12 130 20 055801 EPOMAX M12 110 25 140 12 110 14 14 160 30 055802 EPOMAX M16 125 35 160 16 125 18 18 190 60 055803 EPOMAX M20 170 65 220 20 170 25 22 260 120 055804 EPOMAX M24 210 63 265 24 210 28 26 300 200 055805

EPOMAX Dual component cartridge vinylester resin - vol. 280 ml code: 055873


ETA ETA Option 7n° 12/0099

Threaded part (maxima Rod) M8 M10 M12 M16 M20 M24 fuk (N/mm2) Min. tensile strength 600 600 600 600 520 520 fyk(N/mm2) Yield strength 420 420 420 420 420 420 As (mm2) Stressed cross-section 36,6 58 84,3 157 227 326,9 Wel (mm3) Elastic section modulus 31,2 62,3 109,2 277,5 482,4 833,7 M0

Rk,s (Nm) Characteristic bending moment 22 45 78 200 301 520 M (Nm) Recommended bending moment 9,0 18,4 31,8 81,6 122,9 212,2


Ambient temperature (°C) Working time Curing time 20°C < T 35°C 1 min 30 min 10°C < T 20°C 3 min 35 min 0°C < T 5°C 6 min 40 min -5°C < T 0°C 11 min 60 min


Note: minimum temperature for the cartridge: +5°C

INSTALLATION

2 blows with air pump


2 blows with air pump

2/4


117

Chem

ical

anch

ors



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 hef 80 90 110 125 170 210 NRk 20,5 28,7 45,8 58,3 80 125

Anchor size M8 M10 M12 M16 M20 M24 VRu,m 15,92 22,75 32,8 56,2 73,6 115,0 VRk 10,98 18,9 25,3 46,8 59,02 95,8


Studs diameter 8 10 12 16 20 24 Drilling Ø (mm) 10 12 14 18 25 28 Drilling depth (mm) 80 90 110 125 170 210 Nb. of sealings for one cartridge EPOMAX 280 103 75 51 34 8 6



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 hef 80 90 110 125 170 210 NRd 11,4 16,0 25,5 32,4 44,4 69,6

Ms = 1,8


VRd 7,7 13,2 17,7 32,7 39,3 63,9Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20-M24



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 hef 80 90 110 125 170 210 NRec 8,1 11,4 18,2 23,1 31,7 49,7

F = 1,8

Anchor size M8 M10 M12 M16 M20 M24 VRec 5,5 9,4 12,6 23,4 28,1 45,6

F = 1,4 ; Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20-M24



118



N0Rd,p Design cone resistance Anchor size M8 M10 M12 M16 M20 M24

hef 80 90 110 125 170 210

-40°C to +120°C 11,4 16,0 25,5 32,4 44,4 69,6Mc = 1,8


N


SPIT MAXIMA rod 12,9 20,5 29,8 55,6 79,2 114,1

Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0

Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0

Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 MAXIMA rod : Ms = 1,71 for M8-M16 and Ms = 1,49 for M20-M24 Std. rod grade 5.8 and 8.8 : Ms = 1,5 Std. rod grade 10.9 : Ms = 1,4

¬ Steel resistance

N


N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M16 M20 M24

hef 80 90 110 125 170 210

-40°C to +40°C 11,4 16,0 25,5 32,4 44,4 69,6Mc = 1,8



SPIT MAXIMA rod 7,7 12,2 17,7 32,9 39,3 56,7

Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4

Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8

Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 MAXIMA rod : Ms = 1,43 for M8-M16 and Ms = 1,5 for M20-M24 Std. rod grade 5.8 and 8.8 : Ms = 1,25 Std. rod grade 10.9 : Ms = 1,5


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2


Concrete class fB

C25/30 1,06 C30/40 1,17 C40/60 1,26 C50/60 1,34

¬ Steel resistance

V

V0Rd,c Design concrete edge resistance at minimum edge distance (Cmin) Anchor size M8 M10 M12 M16 M20 M24 hef 80 90 110 125 170 210 Cmin 40 45 55 65 85 105 Smin 40 45 55 65 85 105 V0Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 Mc = 1,5



V = VSd / VRd 1

N + V 1,2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

3/4



¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M16 M20 M24 hef 80 90 110 125 170 210 -40°C to +40°C 27,3 38,3 61,1 77,8 106,6 167,1 Mc = 1,5


119

Chem

ical

anch

ors







N

c

s


SPACING S Reduction factor s Non-cracked concrete M20 M24 85 0,63 105 0,65 0,63 140 0,71 0,67 160 0,74 0,69 180 0,76 0,71 220 0,82 0,76 250 0,87 0,80 300 0,94 0,86 340 1,00 0,90 370 0,94 450 1,00


EDGE C Reduction factor c,N Non-cracked concrete M20 M24 85 0,63 105 0,72 0,63 120 0,78 0,68 140 0,87 0,75 170 1,00 0,86 210 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 2.hef


Cmin < C < Ccr,N

Ccr,N = hef


SPIT ATPZinc coated steel and stainless steel

120

1/4

¬ Female chemical anchoring for heavy loads

= L

LD

d d 0d nom

hef

h0

l2

APPLICATION



¬ Insulation fixings (public lighting, cable trays, etc)

¬ Waterproof fixings (dams, etc.)

¬ Fixings for protective barriers, safety rails

MATERIAL

¬ Body ATP: S 300 pb NFA 35561

¬ Body ATP (stainless steel A4): X2Cr Ni Mo 17-12-2

¬ Centering cap ATP high density PE

SPIT ATP Max. Min thick Threaded Depth of Ø Drilling Ø drill Total rod Total Max. Max. Code Code anchor of base length threaded thread depth bit length capsule tighten tighten Zn st. steel depth material start length torque torque 5.8 A4 screw 8.8 screw

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) (Nm) hef hmin I2 LD d hO dO L Lp Tinst Tinst

ATP M8x60 60 100 20 4,5 8 65 14 60 80 10 15 062770 062860 ATP M10x65 65 100 25 7 10 70 20 65 85 22 30 062480 062960 ATP M12x75 75 125 30 8 12 75 24 75 107 36 70 062760 063100 ATP M12x120* 120 180 38 5 12 125 18 120 107 36 70 062500 - ATP M16x125 125 180 40 9,5 16 130 28 125 162 80 120 052800 - ATP M20x170 170 225 50 12,5 20 175 35 170 200 120 200 062810 -

Technical data

M8 M10 M12 M16 M20 Body ATP in zinc coatd steel fuk (N/mm2) Min. tensile strength 520 520 520 520 520 fyk (N/mm2) Yield strength 420 420 420 420 420 Body ATP in stainless steel fuk (N/mm2) Min. tensile strength 650 650 650 - - fyk (N/mm2) Yield strength 350 350 350 - -


EPCON C8 and EPOMAX resin could be used with ATP female studs


ETAETA Option 7n° 05/0111(EPOMAX)

INSTALLATION

*Premium cleaning:




Premium cleaning*

* Do not belong to ETA


Ambient temperature (°C) Working time Curing time Dry concrete Wet concrete 40°C 1 min 30 min 60 min 30°C 3 min 35 min 1 hour 10 min 20°C 6 min 40 min 1 hour 20 min 10°C 11 min 60 min 2 hours 0°C 22 min 3 hours 30 min 7 hours -5°C 75 min 12 hours 24 hours

EPOMAX RESIN


121

Chem

ical

anch

ors

Dimensions M8x60 M10x65 M12x75 M12x120 M16x125 Drilling Ø (mm) 14 20 24 18 28 Drilling depth (mm) 65 70 80 125 130 Nb. of sealings for one cartridge EPOMAX 150 ml 31 11 8 9 3 EPOMAX 345 ml 72 27 19 22 7 EPOMAX 380 ml 80 30 21 24 8

2/4



TENSILE SHEAR


Screw grade 5.8 / A4-70 hef 60 65 75 120 125 170 NRu,m 20,3 32,2 46,8 46,8 87,2 136,1 NRk 18,3 29 42,2 42,2 78,5 122,5

Screw grade 8.8 hef 60 65 75 120 125 170 NRu,m 26,6 41,2 57,1 91,3 111,0 188,8 NRk 16,7 25,8 35,8 57,3 69,6 118,5


Screw grade 5.8 VRu,m 11,34 18,18 26,28 26,28 48,96 76,14 VRk 9,45 15,15 21,9 21,9 40,8 63,45 Screw grade 8.8 VRu,m 17,46 27,9 40,5 40,5 55,26 121,86 VRk 14,55 23,25 33,75 33,75 46,05 101,55

Screw grade A4-70 VRu,m 15,27 24,47 35,38 35,38 65,91 102,50 VRk 12,72 20,39 29,48 29,48 54,92 85,41


TENSILE SHEAR


Screw grade 5.8 / A4-70

hef 60 65 75 120 125 170 NRd 12,2 19,3 28,1 28,1 52,3 81,7

Screw grade 8.8 hef 60 65 75 120 125 170 NRd 11,1 17,2 23,9 38,2 46,4 79,0

Mc = 1,5


Screw grade 5.8 VRd 7,6 12,1 17,5 17,5 32,6 50,8

Screw grade 8.8 VRd 11,6 18,6 27,0 27,0 30,7 67,7

Screw grade A4-70 VRd 8,2 13,1 18,9 18,9 35,2 - Ms 5.8 = 1,25 - Ms 8.8 = 1,25 for M8-M12 - Ms 8.8 = 1,5 pour M16-M20 - Ms A4-70 = 1,56


TENSILE SHEAR


Screw grade 5.8 / A4-70 hef 60 65 75 120 125 170 NRec 8,7 13,8 20,1 20,1 37,4 58,3

Screw grade 8.8 hef 60 65 75 120 125 170 NRec 8,0 12,3 17,0 27,3 33,1 56,4

Mc = 1,5


Screw grade 5.8 VRec 5,4 8,7 12,5 12,5 23,3 36,3

Screw grade 8.8 VRec 8,3 13,3 19,3 19,3 21,9 48,4

Screw grade A4-70 VRec 5,8 9,3 13,5 13,5 25,1 - Ms 5.8 = 1,25 - Ms 8.8 = 1,25 pour M8-M12 - Ms 8.8 = 1,5 pour M16-M20 - Ms A4-70 = 1,56






122




N

N0Rd,c Design cone resistance Anchor size M8 M10 M12 M12 M16 M20 hef 60 65 75 120 125 170 N0Rd,c 10,7 13,3 20,0 30,0 40,0 63,3

Mc = 1,5


N


Screw grade 5.8 NRd,s 12,0 19,3 28,0 28,0 52,0 81,2

Screw grade 8.8 NRd,s 19,3 30,7 44,7 44,70 73,3 122,0

Screw grade A4-70 NRd,s 12,4 19,9 29,0 29,0 54,8 - Ms 5.8 = 1,5 ; Ms 8.8 = 1,5 ; Ms A4-70 = 1,86

¬ Steel resistance

N

N0Rd,p Design pull-out resistance Anchor size M8 M10 M12 M12 M16 M20 hef 60 65 75 120 125 170 N0Rd,p 10,7 13,3 20,0 30,0 40,0 63,3

Mc = 1,5



Screw grade 5.8 VRd,s 7,4 11,6 16,9 16,9 31,2 48,8

Screw grade 8.8 VRd,s 11,7 18,6 27,0 27,0 36,7 60,7

Screw grade A4-70 VRd,s 7,3 11,9 17,3 17,3 32,7 - Ms 5.8 = 1,25 ; Ms 8.8 = 1,25 for M8-M12 and Ms 8.8 = 1,5 for M16-M20 ; Ms A4-70 = 1,56 for M8-M16(1) The concrete in the area of the anchorage is water saturated

¬ Steel resistance

V


Anchor size M8 M10 M12 M12 M16 M20 hef 60 65 75 120 125 170 Cmin 40 45 55 65 65 85 Smin 40 45 55 65 65 85 V0Rd,c 2,5 3,4 5,0 6,5 7,3 12,5 Mc = 1,5



V = VSd / VRd 1

N + V 1,2


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β


Concrete class fB

C20/25 1 C30/40 1,14 C40/60 1,26 C50/60 1,34

3/4

¬ Pryout failureV

V0Rd,cp Design pryout resistance Anchor size M8 M10 M12 M12 M16 M20 hef 60 65 75 120 125 170 V0Rd,cp 21,3 26,7 40,0 60,0 80,0 126,7

Mcp = 1,5


123

Chem

ical

anch

ors







N

c

s

N

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

SPACING S Reduction factor s Non-cracked concrete M8 M10 M12 M12 M16 M20 40 0,67 45 0,69 0,67 55 0,73 0,71 0,68 65 0,77 0,75 0,72 0,64 0,63 85 0,85 0,83 0,78 0,65 0,67 0,60 100 0,92 0,88 0,83 0,71 0,70 0,65 120 1,00 0,96 0,90 0,75 0,74 0,68 130 1,00 0,93 0,77 0,76 0,69 150 1,00 0,81 0,80 0,72 200 0,92 0,90 0,79 250 1,00 1,00 0,87 300 0,94 340 1,00

EDGE C Reduction factor c,N Non-cracked concrete M8 M10 M12 M12 M16 M20 40 0,75 45 0,81 0,77 55 0,93 0,88 0,80 65 1,00 1,00 0,90 0,66 0,65 0,55 85 1,00 0,68 0,76 0,63 90 0,81 0,79 0,65 100 0,87 0,85 0,70 125 1,00 1,00 0,80 150 0,91 170 1,00

4/4

Smin < S < Scr,N

Scr,N = 2 hef


Cmin < C < Ccr,N

Ccr,N = hef


SPIT MAXIMAZinc coated steel

1/4

124

¬ Bonded anchor in glass capsule

Lp

Ø

=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION






MATERIAL





¬ Zinc coating 5 m min. NF E25-009

SPIT MAXIMA Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Total Max. Code Code anchor of part to of base depth bit rod capsule tighten rod capsule depth be fixed material lenth torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Lp Tinst

MAXIMA M8 80 15 110 8 80 10 9 110 80 10 050950 051500 MAXIMA M10 90 20 120 10 90 12 12 130 85 20 050960 051510 MAXIMA M12 110 25 150 12 110 14 14 160 107 30 050970 051520 MAXIMA M16 125 35 160 16 125 18 18 190 107 60 050980 051530 MAXIMA M20 170 65 220 20 170 25 22 260 162 120 655220 051540 MAXIMA M24 210 63 300 24 210 28 26 300 200 200 655240 051550 MAXIMA M30 280 70 350 30 280 35 33 380 260 400 050940 051560

Technical data

INSTALLATION


ETA


M8 M10 M12 M16 M20 M24 M30 Threaded part fuk (N/mm2) Min. tensile strength 600 600 600 600 520 520 520 fyk(N/mm2) Yield strength 420 420 420 420 420 420 420 As (mm2) Stressed cross-section 36,6 58 84,3 157 227 326,9 522,8 Wel (mm3) Elastic section modulus 31,2 62,3 109,2 277,5 482,4 833,7 1686,0 M0



*

* Using the installation tool available in each box of studs.

Chemical Concentration Resistance substances (%) Nitric acid < 20 (+) Nitric acid 20 - 70 (o) Phosphoric acid < 10 (+) Sulphurous acid 100 (o) Sulphuric acid 30 (+) Ethyl alcohol 15 (+) Beer 100 (+) Carbon dioxide 100 (+) Engine petrol without benzene 100 (o) Hydrogen fluoride 20 (+) Ammonia 100 (+)

Chemical Concentration Resistance substances (%) Ethylene glycol 100 (+) Heptane 100 (o) Hexane 100 (o) Methanol 15 (o) Carbon monoxide 100 (+) Washing powder 100 (+) Perchloroethylene 100 (o) Hydrogen peroxide 40 (o) Caustic potash 100 (+) Cement in suspension saturated solution (+)

Chemical resistance of the SPIT MAXIMA anchor

Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling.

Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material.

Ambient temperature (°C) SPIT MAXIMA resin Dry concrete Wet concrete T 20°C 20 min. 40 min. 10°C < T < 20°C 30 min. 60 min. 0°C < T 10°C 1 hour 2 hours -5°C < T 0°C 5 hours 10 hours

Setting time before tightening torque and applying a load

2/4


125

Chem

ical

anch

ors



TENSILE SHEAR




TENSILE SHEAR


Mc = 1,8


VRd 7,6 11,0 13,7 26,0 46,3 64,4 97,7Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30



TENSILE SHEAR


F = 1,4 ; Mc = 1,8


F = 1,4 ; Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30




126



¬ Pull out resistance for dry, wet (1) and flooded (2) concrete

N

¬ Concrete cone resistance for dry, wet (1) and flooded (2) concrete

N

NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 M20 M24 M30 NRd,s 12,9 19,9 29,2 55 79,2 114,1 181,9 Ms = 1,71 for M8 to M16 and Ms = 1,49 for M20 to M30

¬ Steel resistance

N


VRd,s Steel design shear resistance Anchor size M8 M10 M12 M16 M20 M24 M30 VRd,s 7,7 11,8 17,7 32,8 39,3 56,6 90,7

Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30


Anchor size M8 M10 M12 M16 M20 M24 M30 C20/25 1 1 1 1 1 1 1 C30/37 1 1 1 1 1,18 1,07 1,27 C50/60 1 1 1 1 1,53 1,22 1,79

¬ Steel resistance

V


Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 Cmin 40 45 55 65 85 105 140 Smin 40 45 55 65 85 105 140 V0Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 31,2 Mc = 1,5



V = VSd / VRd 1

N + V 1,2


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

(1) The concrete in the area of the anchorage is water statured.

(2) The concrete is wet, and the hole is full of water. The resin can be injected without remove water.

N0Rd,p Design pull-out resistance in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 -40°C à +40°C 8,9 13,9 22,2 33,3 41,7 63,9 77,8

-40°C à +80°C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design pull-out for flooded concrete

-40°C à +40°C - - 19,0 28,6 35,7 54,8 66,7

-40°C à +80°C - - 11,9 19,0 23,8 35,7 45,2Mc = 1,8 (wet) ; Mc = 2,1 (flooded)

N0Rd,c Design concrete cone resistance in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280

-40°C à +40°C 8,9 13,9 22,2 33,3 41,7 63,9 77,8

-40°C à +80°C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design concrete cone for flooded concrete

-40°C à +40°C - - 19,0 28,6 35,7 54,8 66,7


¬ Pryout failureV

V0Rd,cp Design pryout resistance in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30hef 80 90 110 125 170 210 280

-40°C à +40°C 21,3 33,3 53,3 80,0 100,0 153,3 186,7

-40°C à +80°C 12,0 21,3 33,3 53,3 66,7 100,0 126,7 Design pryout resistance for flooted concrete

-40°C à +40°C - - 53,3 80,0 100,0 153,3 186,7

-40°C à +80°C - - 33,3 53,3 66,7 100,0 126,7Mcp = 1,5

3/4


127

Chem

ical

anch

ors







N

c

s




EDGE C Reduction factor c,N Non-cracked concrete M20 M24 M30 85 0,63 105 0,72 0,63 120 0,78 0,68 140 0,87 0,75 0,63 170 1,00 0,86 0,71 210 1,00 0,81 250 0,92 280 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

4/4

Smin < S < Scr,N

Scr,N = 2.hef


Cmin < C < Ccr,N

Ccr,N = hef


1/4

SPIT MAXIMAStainless steel

128

¬ Bonded anchor in glass capsule

Lp

Ø

=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

APPLICATION


¬ Fixing machinery




MATERIAL

¬ Threaded rod M8-M24: A4-70 acc. ISO 3506-1

¬ Threaded rod M30: A4-50 acc. Iso 3506-1

¬ Nut: Stainless steelA4-80 (M8-M24), A4-70 (M30), NF EN 10088-3

¬ Washer: Stainless steel A4, NF EN 20898-2

SPIT MAXIMA Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Total Max. Code Code A4 anchor of part to of base depth bit rod capsule tighten rod capsule depth be fixed material lenth torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix hmin d hO dO df L Lp Tinst

MAXIMA M8 80 15 110 8 80 10 9 110 80 10 052400 051500 MAXIMA M10 90 20 120 10 90 12 12 130 85 20 052410 051510 MAXIMA M12 110 25 150 12 110 14 14 160 107 30 052420 051520 MAXIMA M16 125 35 160 16 125 18 18 190 107 60 052440 051530 MAXIMA M20 170 65 220 20 170 25 22 260 162 120 052450 051540 MAXIMA M24 210 63 300 24 210 28 26 300 200 200 052470 051550 MAXIMA M30 280 70 350 30 280 35 33 380 260 400 052490 051560

Technical data

Ambient temperature (°C) SPIT MAXIMA resin Dry concrete Wet concrete T 20°C 20 min. 40 min. 10°C< T < 20°C 30 min. 60 min. 0°C < T 10°C 1 hour 2 hours -5°C < T 0°C 5 hours 10 hours


INSTALLATION


ETA


M8 M10 M12 M16 M20 M24 M30 Threaded part fuk (N/mm2) Min. tensile strength 7 00 700 700 700 700 700 500 fyk(N/mm2) Yield strength 350 350 350 350 350 350 200 As (mm2) Stressed cross-section 32,7 52,8 77 145,3 227 326,9 522,8 Wel (mm3) Elastic section modulus 26,4 54,1 95,3 247,0 482,4 833,7 1686,0 M0



Chemical Concentration Resistance substances (%) Nitric acid < 20 (+) Nitric acid 20 - 70 (o) Phosphoric acid < 10 (+) Sulphurous acid 100 (o) Sulphuric acid 30 (+) Ethyl alcohol 15 (+) Beer 100 (+) Carbon dioxide 100 (+) Engine petrol without benzene 100 (o) Hydrogen fluoride 20 (+) Ammonia 100 (+)

Chemical Concentration Resistance substances (%) Ethylene glycol 100 (+) Heptane 100 (o) Hexane 100 (o) Methanol 15 (o) Carbon monoxide 100 (+) Washing powder 100 (+) Perchloroethylene 100 (o) Hydrogen peroxide 40 (o) Caustic potash 100 (+) Cement in suspension saturated solution (+)

Chemical resistance of the SPIT MAXIMA anchor

Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling.

Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material.*

* Using the installation tool available in each box of studs.

2/4


129

Chem

ical

anch

ors



TENSILE SHEAR

Anchor size M8 M10 M12 M16 M20 M24 M30 VRu,m 13,2 20,8 30,3 56,5 70,8 102 163,1 VRk 11,0 17,4 25,3 47,1 59,0 85,0 135,9


TENSILE SHEAR


VRd 7,0 11,2 16,3 30,4 38,1 54,8 57,1Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30



TENSILE SHEAR


F = 1,4 ; Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30

Derived from test results with studs grade 10,9




Mc = 1,8


F = 1,4 ; Mc = 1,8

3/4


130



N

N

¬ Steel resistance

N


VRd,s Steel design shear resistance Anchor size M8 M10 M12 M16 M20 M24 M30 VRd,s 7,1 11,0 16,1 30,3 38,0 54,8 57,1 Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30


Anchor size M8 M10 M12 M16 M20 M24 M30 C20/25 1 1 1 1 1 1 1 C30/37 1 1 1 1 1,18 1,07 1,27 C50/60 1 1 1 1 1,53 1,22 1,79

¬ Steel resistance

V



V = VSd / VRd 1

N + V 1,2


Angle [°] f ,V

0 to 55 1 60 1,1 70 1,2 80 1,5 90 to 180 2

V

90˚

180˚ 0˚

c

90° £

β £ 180° 60°£ β £80°

0°£ β £55°β

¬ Pull out resistance for dry, wet (1) and flooded (2) concrete

¬ Concrete cone resistance for dry, wet (1) and flooded (2) concrete

(1) The concrete in the area of the anchorage is water statured.

(2) The concrete is wet, and the hole is full of water. The resin can be injected without remove water.

¬ Pryout failureV

NRd,s Steel design tensile resistance Anchor size M8 M10 M12 M16 M20 M24 M30 NRd,s 12,9 19,9 29,2 55 79,2 114,1 181,9 Ms = 1,71 for M8 to M16 and Ms = 1,49 for M20 to M30


Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 Cmin 40 45 55 65 85 105 140 Smin 40 45 55 65 85 105 140 V0Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 31,2 Mc = 1,5

N0Rd,p Design pull-out resistance in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280 -40°C à +40°C 8,9 13,9 22,2 33,3 41,7 63,9 77,8

-40°C à +80°C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design pull-out for flooded concrete

-40°C à +40°C - - 19,0 28,6 35,7 54,8 66,7


N0Rd,c Design concrete cone in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30 hef 80 90 110 125 170 210 280

-40°C à +40°C 8,9 13,9 22,2 33,3 41,7 63,9 77,8

-40°C à +80°C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design concrete cone for flooded concrete

-40°C à +40°C - - 19,0 28,6 35,7 54,8 66,7


V0Rd,cp Design pryout resistance in dry and wet concrete Anchor size M8 M10 M12 M16 M20 M24 M30hef 80 90 110 125 170 210 280

-40°C à +40°C 21,3 33,3 53,3 80,0 100,0 153,3 186,7

-40°C à +80°C 12,0 21,3 33,3 53,3 66,7 100,0 126,7 Design pryout resistance for flooted concrete

-40°C à +40°C - - 53,3 80,0 100,0 153,3 186,7

-40°C à +80°C - - 33,3 53,3 66,7 100,0 126,7Mcp = 1,5

4/4


131

Chem

ical

anch

ors







N

c

s




EDGE C Reduction factor c,N Non-cracked concrete M20 M24 M30 85 0,63 105 0,72 0,63 120 0,78 0,68 140 0,87 0,75 0,63 170 1,00 0,86 0,71 210 1,00 0,81 250 0,92 280 1,00

V

h>1,5.c

s

V

h>1,5.c


Cmin

C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

s-c,V 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72


1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2

1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65


Cmin

C

Cmin

S

s1

V

s2 s3

sn-1

h>1,5.c

Smin < S < Scr,N

Scr,N = 2.hef


Cmin < C < Ccr,N

Ccr,N = hef


Thre

aded

st

ud

Fem

ale

stud

L

d

=

L =

d

d0

heftfixTinst h0

=hef h0

L

dt

Perforated sleeve

=

d

L

45

d0

heftfix

df

Tinst

hmin

h0

Threaded stud

Satelis

dnom

d

heftfix

d

l2

L = hef

dnom

SPIT CMIX PLUS

¬ Polyester resin for fixing in hollow material and in concrete

APPLICATION

¬ Signs¬ Scaffolding¬ Electrical switchboards¬ Radiators¬ Air conditioning ducts¬ Rail guard returns¬ Blinds¬ Climbing walls¬ Metal scale¬ Hand rails¬ Pole and ducts¬ Demountable partitions¬ Kitchen furniture¬ Decorations...

Technical data

INSTALLATION

Hollow material

with sleeve

Hollow material

with Satelis

Solidmaterial

EPCON SYSTEM

Thre

aded

st

ud

Pla

st

slee

ve (

1)

Mal

e st

ud

Mal

e st

ud

Fem

ale

stud

Sat

elis

Recommended loads in concrete (kN)

Mal

e st

udFe

mal

e st

ud

Sleeve with stud

Sat

elis

Mal

e st

udFe

mal

e st

udSle

eve

Recommended loads in masonry with stud sleeve and Satelis (kN) Type Facing Solid Hollow brick C40 Hollow concrete block B40 brick concrete block

Rendered Unrendered Rendered Unrendered BP400 B80 Nrec Vrec

Nrec Vrec Nrec

Vrec Nrec

Vrec Nrec

Vrec Nrec

Vrec Frec Frec Frec Frec Frec Frec

M8 1,80 1,75

M10 1,30 2,50 5,00 2,20

M12

4,00

3,15

M8 2,00 1,75 1,00 2,00 0,60 1,30 1,60 2,00 0,90 1,80

M10 1,30 2,50 5,00 2,20 M12 4,00 3,15 M6 - - - - 1,55 1,55 1,55 M8 - - - -

2,15 2,40 2,40

M10 - - - - 1,15 0,50 1,55 1,90 3,10 1,10 2,65 M6 - - - - 1,55 1,55 1,55 M8 - - - -

2,15 2,40 2,40

M12 - - - - 3,10 2,65 Ø15x130

- - - - 0,60 2,00 0,60 1,30 1,00 2,00 0,90 1,80 M8x170

TYPE Recommended load (daN) Minimum distances mm) Nrec Frec Vrec Smin Cmin M8 4,48 2,96 2,85 160 080 M10 6,30 5,05 4,60 180 090 M12 9,25 6,57 6,65 220 110 M16 14,00 11,27 12,60 250 125

N° YX 0006

132

Type Anchor Max thick Ø Thread Drill Drilling Ø Max Code depth of part to thread length bit depth sleeve Total tightening be fixed hollow solid hollow solid length anchor torque

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef tfix d l2 dO hO dt L Tinst

M8 75 12 8 – 16 10 80 – – 100 5 061650 M10 75 20 10 – 16 12 80 – – 100 8 061660 M12 75 20 12 – 20 14 80 – – 100 8 061670 M8 58 – 8 20 20 14 80 – – 58 8 061740 M10 58 – 10 23 20 14 80 – – 58 8 061750 M12 75 – 12 30 20 20 100 – – 75 8 061760 Ø15x85 – – – – 15 – 85 – 15 85 – 061600 Ø20x85 – – – – 20 – 90 – 20 85 – 061490 Ø15x130 – – – – 15 – 135 – 15 130 – 557080

M6 75 - 6 15 20 - 80 - - 58 8 062340

M8 75 - 8 20 20 - 80 - - 58 10 062350

M10 75 - 10 52 20 - 80 - - 58 20 062360

M8 75 10 8 - 20 - 80 - - 80 10 062300

M10 75 18 10 - 20 - 80 - - 90 20 062310

M12 75 25 12 - 20 - 80 - - 100 20 062320

M8 80 15 8 - - 10 - 80 - 110 10 050950

M10 90 20 10 - - 12 - 90 - 130 20 050960

M12 110 25 12 - - 14 - 110 - 160 30 050970

M16 125 35 16 - - 18 - 125 - 190 60 050980

C-MIX PLUS Kit - 1 cartridge vol. 300 ml + 4 threaded studs + 4 plast. sleeves 054967

133

SPIT iD-ALL

¬ Chemical fixing of threaded studs with iD-ALL systemin masonry

INSTALLATION

Technical dataN° YX 0006

APPLICATION

¬ Signs¬ Scaffolding¬ Electrical switchboards¬ Radiators¬ Air conditioning ducts¬ Rail guard returns¬ Blinds¬ Climbing walls¬ Metal scale¬ Hand rails¬ Pole and ducts¬ Demountable partitions¬ Kitchen furniture¬ Decorations...

iD-ALL Anchor Drilling bit Drilling Thread Minimum External Total Max. Code depth diameter depth diameter stud diameter length setting bit length iD-ALL iD-ALL torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) hef dO hO d L dnom Ls Tinst

iD-ALL + stud M8 65 16 70 8 76 + tfix 16 70 6 - iD-ALL + stud M10 65 16 70 10 78 + tfix 16 70 8 - Bag C-MIX PLUS - 1 cartridge vol. 300 ml + 8 iD-ALL + 2 inject. nozzles 055899 Carton C-MIX PLUS - 2 cartridges vol. 380 ml + 20 iD-ALL + 4 injection nozzles 057358 Kit C-MIX PLUS M10 - 1 cartridge vol. 300 ml + 8 iD-ALL + 8 studs M10X130 + nozzles 054962 Kit C-MIX PLUS M8 - 1 cartridge vol. 300 ml + 8 iD-ALL + 8 studs M8X110 + nozzles 054963

Ambient temperature (°C) Working time Curing time 30°C 2 min 20 min 20°C 4 min 25 min 10°C 10 min 40 min 5°C 17 min 55 min


*Derived from test results *Derived from test results


Threaded stud size M8 M10 Base material

Hollow concrete blocks type B40 (not rendered) (NF EN 771-3)

NRec 1,0 1,0 Hollow clay bricks type BIOMUR R37 (not rendered) (NF EN 771-1)

NRec 0,5 0,5

Threaded stud size M8 M10 Base material

Hollow concrete blocks type B40 (not rendered) (NF EN 771-3)

VRec 1,5 1,75 Hollow clay bricks type BIOMUR R37 (not rendered) (NF EN 771-1)

VRec 1,5 1,75

Recommended loads in masonry with iD-ALL (kN)

MATERIAL

¬ Threaded stud: grade 5.6 (minimum)

¬ Nut: grade 6

Tinst

d

heftfix

L

dnom

LS

tfix h0

d0

Chem

ical

anch

ors

134

Range050085 — EPCON C8 450 ml cartridge 055828 — EPCON C8 450 ml cartridges (20-pack)

CARTRIDGES

050069 — 450-530-825 10 nozzles

INJECTION NOZZLES

050898 — 8 x 200 extension for nozzles code 050882 & 050069050971 — 13 x 1000 extension for nozzles code 050882 & 050069063300 — 9 x 1000 extension for nozzles code 050882 & 050069050969 — Measuring caps (5 caps/package)

NOZZLE EXTENSION TUBES

050067 — PREMIUM M450 manual injection tool055830 — STANDARD M450 manual injection tool

INJECTION TOOLS

METAL BRUSHES052971 — Ø 11 metal brush052972 — Ø 13 metal brush052973 — Ø 15 metal brush052974 — Ø 20 metal brush052975 — Ø 22 metal brush052976 — Ø 26 metal brush

052977 — Ø 30052978 — Ø 32 (to order)052979 — Ø 37 (to order)052981 — Ø 42 (to order)051010 — L325 metal brush extension051009 — L300 T-handle

065990 — Manual cleaning blower

CLEANING BLOWER

EPCON C8 RANGE¬ EPOXY resin¬ Slow drying time¬ Storage time: 3 years¬ Usable in wet environments¬ Performance in diamond drilling¬ Good fire performance¬ Odour-free¬ Easy injection¬ No shrinkage after hardening¬ NF mark overhead position¬ Usable for concrete to -20°C

CLEANING KITS055832 — Manuel cleaning kit for rebar (without injection tool)

055852 — Pneumatic cleaning kit for rebar (without injection tool)

¬ Rebar anchoring system

SPIT EPCON C8

DTA 3/11-684

ETA - TR 023n° 07/0189


ETA

135

Chem

ical

reb

ars

conditions). See § 8.4.2 (EN 1992-1-1)

2 : depends on rebar diameter - 2 = 1 for Øbar 32 mm

The design anchorage length Lbd (mm) is determined as follow:

With 2 : Influence of concrete avec 5 : Influence of the confinement by minimum cover. transverse pressure.

The factor 5 take into account of the effect of the pressure transverse to the plane of splitting along the design length.

SPIT EPCON C8

¬ EPOXY RESIN¬ Steel reinforcement fixings for reinforced concreteMechanical Characteristics of rebars

The mechanical characteristics of the high adhesion rebars are defined in the NFA 35-016 and NFA 35-017standards.

Nominal 8 10 12 14 16 20 25 32 40 steel bar Ø Sections (cm2) 0.503 0.785 1.13 1.54 2.01 3.14 4.91 8.04 12.57 Min. resistances Fe E400 21.13 32.97 47.46 64.68 84.42 131.88 206.22 337.68 527.94 to failure (kN) Fe E500 25.90 40.43 58.20 79.31 103.52 161.71 252.87 414.06 647.36 Ultimate limit

Fe E500 21.85 34.15 49.17 66.93 87.42 136.59 213.43 349.56 546.36 load NRd (kN)

¬ The max. anchor depth will be limited to 1500 mm with pneumatic injection tool.

Limit of this formula

The basic anchorage length Lb,rqd (mm) for the ultimate limit load for rebar FRD (N) is given by following equation:

Classe de béton fck (Mpa) fbd (Mpa)C20/25 20 2,3C25/30 25 2,7C30/37 30 3,0C35/45 35 3,4C40/50 40 3,7C45/55 45 4,0C50/60 50 4,3

SIZING RULES FOR STEEL REINFORCEMENT FIXINGS FOR CONCRETE ACCORDING TO EUROCODE 2 REGULATIONS AND ETA 07/0189

FRd: Design ultimate load (N)

fbd : Design value of the bond strength in N/m2

: Rebar diameter (mm)

1 : depends on bond conditions - 1 =1 (good bond

p (Mpa) 5 3 0,88 5 0,8 7 0,72

where p is the transverse pressure at the ultimate limit state along Lbd in MPa.


ETA ETA - TR 023n° 07/0189

C1

C

a

FIRE BEHAVIOUR

¬ See page 28

FIRE TEST

PV 26007642-b

136

SPIT EPCON C8

(1) Absence of edge distances greater than or equal to 7.Ø(2) Presence of edge distances and/or centre distances less than 7.Ø.(3) The number of fixings per cartridge is calculated taking into account an increasing by 20% the real volume of sealing.

1,2 x (d02-Ørebar2) x x Lbd/4

CONCRETE C25/30 - HAMMER DRILLING/DIAMOND CORING

ETA 07/0189

Eurocode 2 table for straight rebar anchoring


ETA

Rebar Ø(mm)

Drilling Ø d0

(mm)

Lengthof anchor Lbd

(mm)

Ultimate limit load (daN) without influenceof centre distance

and/or edge (1)

( 2 = 0,7)

Ultimate limit load (daN) with influence

of centre distanceand/or edge (2)

( 2 = 1)

Numberof fixings

for a SPIT EPCON C8cartridge (3)

450 ml 900 ml

8 10

100 969 679 132,6 265,3190 1842 1289 69,8 139,6225 2185 1530 58,8 117,7322 - 2185 41,2 82,4

10 12

121 1466 1026 89,7 179,4230 2787 1951 47,2 94,4282 3415 2391 38,5 77,0403 3415 27,0 53,9

12 15

145 2108 1476 40,7 81,3280 4072 2850 21,1 42,1338 4917 3442 17,4 34,9483 - 4917 12,2 24,4

14 18

169 2867 2007 22,1 44,1330 5598 3919 11,3 22,6395 6693 4685 9,5 18,9564 - 6693 6,6 13,2

16 20

193 3742 2619 17,2 34,4370 7174 5022 9,0 17,9451 8742 6119 7,4 14,7644 - 8742 5,1 10,3

20 25

242 5865 4105 8,8 17,5470 11391 7973 4,5 9,0564 13659 9561 3,8 7,5805 - 13659 2,6 5,3

25 32

302 9149 6404 4,0 7,9550 16662 11663 2,2 4,4704 21342 14939 1,7 3,41006 - 21342 1,2 2,4

28 35

338 11468 8028 3,2 6,4600 20358 14250 1,8 3,6789 26770 18739 1,4 2,71127 - 26770 1,0 1,9

32 40

386 14968 10477 2,1 4,3750 29082 20358 1,1 2,2901 34956 24469 0,9 1,81288 - 34956 0,6 1,3

40 50

483 23411 16388 1,1 2,2800 38776 27143 0,7 1,31127 54636 38245 0,5 0,91500 - 50894 0,4 0,7

137

Chem

ical

reb

ars

SPIT EPCON C8



Eurocode 2 & Eurocode 8 table for straight rebar anchoring in seismic zone

Rebar Ø(mm)

Drilling Ø d0

(mm)

Lengthof anchor Lbd

(mm)


and/or edge (1)

( 2 = 0,7)



( 2 = 1)

Numberof fixings

for a SPIT EPCON C8cartridge (3)

450 ml 900 ml

8 10

111 1076 753 119,5 239190 1842 1289 69,8 139,6259 2511 1758 51,2 102,4370 - 2511 35,8 71,7

10 12

139 1684 1179 78,1 156,1230 2787 1951 47,2 94,4324 3926 2748 33,5 67463 3927 23,4 46,9

12 15

167 2428 1700 35,3 70,6280 4072 2850 21,1 42,1389 5656 3960 15,2 30,3389 - 5655 15,2 30,3

14 18

194 3291 2304 19,2 38,5330 5598 3919 11,3 22,6453 7685 5379 8,2 16,5648 - 7697 5,8 11,5

16 20

222 4304 3013 14,9 29,9370 7174 5022 9 17,9518 10043 7030 6,4 12,8741 - 10053 4,5 9

20 25

278 6737 4716 7,6 15,3470 11391 7973 4,5 9648 15704 10993 3,3 6,5926 15708 2,3 4,6

25 32

347 10512 7358 3,4 6,9550 16662 11663 2,2 4,4810 24538 17177 1,5 31157 - 24544 1 2,1

28 35

389 13198 9239 2,8 5,6650 22054 15438 1,7 3,3906 30740 21518 1,2 2,41296 - 30781 0,8 1,7

32 40

444 17217 12052 1,9 3,7690 26756 18729 1,2 2,41036 40172 28121 0,8 1,61481 - 40199 0,6 1,1

40 50

556 26949 18865 1 1,9690 33444 23411 0,8 1,5900 43623 30536 0,6 1,21500 - 50894 0,4 0,7

CONCRETE C25/30 - HAMMER DRILLING

ETA 07/0189DTA 3/11-684


ETA

Mechanical Characteristics of rebars

The mechanical characteristics of the high adhesion rebars are defined in the NFA 35-016and NFA 35-017 standards .

¬ EPOXY RESIN – HIGH PERFORMANCE¬ Steel reinforcement fixings for reinforced concrete

APPLICATIONS

¬ Reinforcement starter bars,¬ Reinforcement anchors for

diaphragm walls.

Anchorage length calculated from the bond strength

From the bond strength of the SPIT EPCON Resin, the table below gives the minimum anchorage length for rebar Fe E500, in concrete class C20/25

Calculation method

¬ Characteristic bond strength

Rk : 17.85 N/mm2 issues from tests and from the calculation using the rebar diameter (available for rebar diameter 8 to 40 mm). [ Rk = Ru,m x 0.75].

¬ Design bond strength Rd :

¬ Calculation of the minimum anchorage length of the rebar

Sizing rules for steel reinforcement fixings for concrete using the bond strength (cf. p. 15)

Nominal steel 8 10 12 14 16 20 25 32 40 bar Ø Sections (cm2) 0,503 0,785 1,13 1,54 2,01 3,14 4,91 8,04 12,57 Min. resistances Fe E400 21,13 32,97 47,46 64,68 84,42 131,88 206,22 337,68 527,94 to failure (kN) Fe E500 25,90 40,43 58,20 79,31 103,52 161,71 252,87 414,06 647,36 Ultimate limit

Fe E500 21,85 34,15 49,17 66,93 87,42 136,59 213,43 349,56 546,36 load NRd (kN)

Rebar Ø (mm) 8 10 12 14 16 20 25 32 40 Ø Drilling (mm) 10 12 15 18 20 25 32 40 50 Min. anchorage 120 150 180 210 245 305 380 485 605 length (mm) Ultimate limit

21,85 34,15 49,17 66,93 87,42 136,59 213,43 349,56 546,36 load (kN) Nb. anchoring/crt. 450 111 72 33 18 14 7 3 1,7 0,9

safety partial factor

SPIT EPCON C8

138

Chem

ical

reb

ars

139

Range050993 — EPOBAR 410 ml cartridge 050883 — EPOMAX 150 ml cartridge 050998 — EPOBAR 410 ml cartridges (20-pack) 050884 — EPOMAX 345 ml cartridge 050995 — EPOBAR 825 ml cartridges (bulk) 050885 — EPOMAX 380 ml cartridge

CARTRIDGES

050882 — 150-300-345-380-410 10 nozzles050069 — 450-530-825 10 nozzles

INJECTION NOZZLES

050898 — 8 x 200 extension for nozzles code 050882 & 050069050971 — 13 x 1000 extension for nozzles code 050882 & 050069063300 — 9 x 1000 extension for nozzles code 050882 & 050069050969 — Measuring caps (5 caps/package)

NOZZLE EXTENSION TUBES

077151 — M380-410 manual injection tool050919 — P380-410 pneumatic injection tool054217 — CGI-380 electric injection tool063750 — M825 manual injection tool051014 — P825 pneumatic injection tool

INJECTION TOOLS

METAL BRUSHES052971 — Ø 11 metal brush052972 — Ø 13 metal brush052973 — Ø 15 metal brush052974 — Ø 20 metal brush052975 — Ø 22 metal brush052976 — Ø 26 metal brush

052977 — Ø 30052978 — Ø 32 (to order)052979 — Ø 37 (to order)052981 — Ø 42 (to order)051010 — L325 metal brush extension051009 — L300 T-handle

065990 — Manual cleaning blower

CLEANING BLOWER

EPOBAR/EPOMAX RANGE

¬ EPOXY acrylate resin ¬ Fast drying time ¬ Storage time: 16 months¬ Usable in wet environments¬ Performance in diamond drilling¬ Good fire performance¬ Cartridge compatible with standard guns

CLEANING KITS055832 — Manuel cleaning kit for rebar (without injection tool)

055852 — Pneumatic cleaning kit for rebar (without injection tool)

¬ Rebar anchoring system

SPIT EPOBARSPIT EPOMAX

ETA - TR 023 n°08/0201


ETA

140

bond conditions). See § 8.4.2 (EN 1992-1-1)

2 : depends on rebar diameter - 2 = 1 for Øbar 32 mm

The design anchorage length Lbd (mm) is determined as follow:

With 2 : Influence of concrete avec 5 : Influence of the confinement by minimum cover. transverse pressure.

The factor 5 take into account of the effect of the pressure transverse to the plane of splitting along the design length.

¬ EPOXY ACRYLATE RESIN¬ Steel reinforcement fixings for reinforced concreteMechanical Characteristics of rebars

The mechanical characteristics of the high adhesion rebars are defined in the NFA 35-016 and NFA 35-017standards.

Nominal 8 10 12 14 16 20 25 32 40 steel bar Ø Sections (cm2) 0.503 0.785 1.13 1.54 2.01 3.14 4.91 8.04 12.57 Min. resistances Fe E400 21.13 32.97 47.46 64.68 84.42 131.88 206.22 337.68 527.94 to failure (kN) Fe E500 25.90 40.43 58.20 79.31 103.52 161.71 252.87 414.06 647.36 Ultimate limit

Fe E500 21.85 34.15 49.17 66.93 87.42 136.59 213.43 349.56 546.36 load NRd (kN)

¬ The max. anchor depth will be limited to 900 mm.

Limit of this formula

The basic anchorage length Lb,rqd (mm) for the ultimate limit load for rebar FRD (N) is given by following equation:

Classe de béton fck (Mpa) fbd (Mpa)C20/25 20 2,3C25/30 25 2,7C30/37 30 3,0C35/45 35 3,4C40/50 40 3,7C45/55 45 4,0C50/60 50 4,3

SIZING RULES FOR STEEL REINFORCEMENT FIXINGS FOR CONCRETE ACCORDING TO EUROCODE 2 REGULATIONS AND ETA 08/0201

FRd: Design ultimate load (N)

fbd : Design value of the bond strength in N/m2

: Rebar diameter (mm)

1 : depends on bond conditions - 1 =1 (good

p (Mpa) 5 3 0,88 5 0,8 7 0,72

where p is the transverse pressure at the ultimate limit state along Lbd in MPa.

C1

C

a



ETA ETA - TR 023n° 08/0201

FIRE BEHAVIOUR

¬ See page 24

FIRE TEST

PV 553030516 PV 26007642-a



ETA 08/0201

141

Chem

ical

reb

ars


ETA

SPIT EPOBAR



Rebar Ø(mm)

Drilling Ø d0

(mm)

Length of anchor Lbd

(mm)


and/or edge (1)

( 2 = 0,7)



( 2 = 1)

Numberof fixings

for a SPIT EPOBARcartridge (3)

410 ml 825 ml

8 10

100 969 679 120,8 243,2190 1842 1289 63,6 128,0225 2185 1530 53,6 107,9322 - 2185 37,5 75,5

10 12

121 1466 1026 81,7 164,4230 2787 1951 43,0 86,5282 3415 2391 35,1 70,6403 - 3415 24,6 49,4

12 15

145 2108 1476 37,0 74,5280 4072 2850 19,2 38,6338 4917 3442 15,9 32,0483 - 4917 11,1 22,4

14 18

169 2867 2007 20,1 40,5330 5598 3919 10,3 20,7395 6693 4685 8,6 17,3564 - 6693 6,0 12,1

16 20

193 3742 2619 15,7 31,5370 7174 5022 8,2 16,4451 8742 6119 6,7 13,5644 - 8742 4,7 9,4

20 25

242 5865 4105 8,0 16,1470 11391 7973 4,1 8,3564 13659 9561 3,4 6,9805 - 13659 2,4 4,8

25 32

302 9149 6404 3,6 7,3550 16662 11663 2,0 4,0704 21342 14939 1,5 3,11006 - 21342 1,1 2,2

28 35

338 11468 8028 2,9 5,9600 20358 14250 1,6 3,3789 26770 18739 1,3 2,51127 - 26770 0,9 1,8

32 40

386 14968 10477 2,0 3,9750 29082 20358 1,0 2,0900 34956 24469 0,8 1,71200 - 32572 0,6 1,3



SPIT EPOMAX



Rebar Ø(mm)

Drilling Ø d0

(mm)

Length of anchor Lbd

(mm)


and/or edge (1)

( 2 = 0,7)



( 2 = 1)

Numberof fixings

for a SPIT EPOMAXcartridge (3)

380 ml

8 10

100 969 679 112,0190 1842 1289 58,9225 2185 1530 49,7322 - 2185 34,8

10 12

121 1466 1026 75,7230 2787 1951 39,8282 3415 2391 32,5403 3415 22,8

12 15

145 2108 1476 34,3280 4072 2850 17,8338 4917 3442 14,7483 - 4917 10,3

14 18

169 2867 2007 18,6330 5598 3919 9,5395 6693 4685 8,0564 6693 5,6

16 20

193 3742 2619 14,5370 7174 5022 7,6451 8742 6119 6,2644 - 8742 4,3

20 25

242 5865 4105 7,4470 11391 7973 3,8564 13659 9561 3,2805 13659 2,2

25 32

302 9149 6404 3,3550 16662 11663 1,8704 21342 14939 1,4900 - 19085 1,1

28 35

338 11468 8028 2,7650 22054 15438 1,4750 25447 17813 1,2900 - 21375 1,0

32 40

386 14968 10477 1,8550 21327 14929 1,3700 27143 19000 1,0900 - 24429 0,8

142

143

Chem

ical

reb

ars

Mechanical Characteristics of rebars

The mechanical characteristics of the high adhesion rebars are defined in the NFA 35-016and NFA 35-017 standards .


¬ EPOXY ACRYLATE RESIN – HIGH PERFORMANCE¬ Steel reinforcement fixings for reinforced concrete

APPLICATIONS

¬ Reinforcement starter bars,¬ Reinforcement anchors for

diaphragm walls.

Anchorage length calculated from the bond strength

From the bond strength of the SPIT EPOBAR and EPOMAX Resins, the table below gives the minimum anchorage length for rebar Fe E500, in concrete class C20/25

Calculation method

¬ Characteristic bond strength

Rk : 17.85 N/mm2 issues from tests and from the calculation using the rebar diameter (available for rebar diameter 8 to 40 mm). [ Rk = Ru,m x 0.75].

¬ Design bond strength Rd :

¬ Calculation of the minimum anchorage length of the rebar

Sizing rules for steel reinforcement fixings for concrete using the bond strength (cf. p. 15)

Nominal steel 8 10 12 14 16 20 25 32 40 bar Ø Sections (cm2) 0.503 0.785 1.13 1.54 2.01 3.14 4.91 8.04 12.57 Min. resistances Fe E400 21.13 32.97 47.46 64.68 84.42 131.88 206.22 337.68 527.94 to failure (kN) Fe E500 25.90 40.43 58.20 79.31 103.52 161.71 252.87 414.06 647.36 Ultimate limit

Fe E500 21.85 34.15 49.17 66.93 87.42 136.59 213.43 349.56 546.36 load NRd (kN)

Rebar Ø (mm) 8 10 12 14 16 20 25 32 40 Ø Drilling (mm) 10 12 15 18 20 25 32 40 50 Min. anchorage 120 150 180 210 245 305 380 485 605 length (mm) Ultimate limit

21.85 34.15 49.17 66.93 87.42 136.59 213.43 349.56 546.36 load (kN) Nb. anchoring/crt. 380 92 61 27 14 11 5.5 2.7 1.4 0.7 Nb. anchoring/crt. 410 100 66 30 16 12 6 3 1.6 0.8 Nb. anchoring/crt. 825 202 132 60 32 25 13 6 3.1 1.6

safety partial factor

144

SPIT HIT MSPIT HIT M - A2

Characteristics loads (NRk, VRk)

¬ Hammer-set anchor for light duty fixing for concrete and all materials types

APPLICATION

¬ Insulation cladding

¬ Profiles for thin coat external

¬ Insulation systems

¬ Drywall track

¬ Wood

¬ Flashing

¬ Electrical accessories

¬ Collar (Atlas …)

¬ …

MATERIAL

¬ Body: polyamid 6

¬ Expansion nail: - FR 15 zinc coated steel (5 μm) - A2, stainless steel

¬ Screw head type: PZ2/PZ3

INSTALLATION

Technical data

(1) In masonry, the thickness of part to be fixed could be fluctuate to ± 5 mm from tfix for Ø5 et 6 mm, and to ± 10 mm for Ø8 mm, to ensure a good contact between collar and the part to be fixed.

TENSILE IN kN SHEAR IN kN

Anchor sizeBasematerial

Ø5 Ø6 Ø8 5/5 6/5 6/40 8/10 8/80 5/15 6/12 8/30 to 6/25 8/60 8/165 Concrete (C20/25) NRk 0,60 0,90 1,2 VRk 1,9 2,8 2,25 4,3 3,55 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRk 0,30 0,40 0,50 VRk 1,9 2,8 2,25 4,3 3,55 Clay bricks (fc = 55 N/mm2) NRk 0,20 0,80 1,2 VRk 1,9 2,8 2,25 4,3 3,55 Hollow concrete blocks type B40 not rendered (fc = 6,5 N/mm2) NRk 0,20 0,30 1,2 VRk 1,9 2,25 2,25 2,8 2,8 Hollow concrete blocks type B40 rendered (fc = 6,5 N/mm2) NRk 0,95 1,70 2,25 VRk 1,9 2,25 2,25 2,8 2,8 Hollow clay bricks type Eco-30 not rendered (fc = 4,5 N/mm2) NRk 0,30 0,40 0,50 VRk 0,55 0,75 0,75 0,9 0,9 Hollow clay bricks type Eco-30 rendered (fc = 4,5 N/mm2) NRk 0,95 1,30 1,70 VRk 0,9 1,1 1,3 1,7 1,7 Engineering clay bricks not rendered (fc = 14,5 N/mm2) NRk 0,55 0,75 0,95 VRk 1,9 2,25 2,25 2,8 2,8 Engineering clay bricks rendered (fc = 14,5 N/mm2) NRk 0,95 1,30 1,70 VRk 1,9 2,8 2,25 4,3 3,55 Aerated concrete (Mvn = 500 kg/m3) NRk 0,15 0,2 0,3 VRk 0,15 0,2 0,2 0,3 0,3 Plasterboard type BA13 NRk 0,15 0,15 0,18 VRk 0,15 0,15 0,15 0,18 0,18 Plasterboard type BA10 + polystyren NRk 0,18 0,18 0,2 VRk 0,18 0,18 0,18 0,2 0,2

SPIT Embedment Maximum Minimum Drilling Drilling Drilling Cylinder Total Type HIT M depth thickness thickness depth depth diameter head anchor of of part to of base in base forward diameter length nail be fixed in material material the part to Code concrete be fixed Zinc Stainless

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) - coated steel hnom tfix

(1) hmin h0 L+8 d0 dc L - steel nail A2 nail5-5/27P 20 5 60 30 35 5 9 27 PZ2 050116 -5-15/37P 15 45 37 050117 -6-5/32P

25

5

65 35

40

6 11

32

PZ2

050118 0553476-12/39P 12 47 39 050119 -6-25/52P 25 60 52 050121 0553486-40/67P 40 75 67 050122 0553496-12/39V 12

47

39 050129 -

6-25/52V 25 25 65 35 60 6 10 52 PZ2 050131 -6-40/67V 40 75 67 050132 -6/5-M6 30 - 65 40 - 6 11 32 M6 050141 -6/5-M7 - - 32 M7 050142 -8-10/42P 10 50 13 42 PZ2 050123 0553558-30/62P 30 70 13 62 PZ2 050124 0553568-60/92P 60 100 13 92 PZ2 050125 0553578-80/112P 80 120 13 112 PZ2 050126 -8-100/132P 100 140 13 132 PZ2 050127 - 8-125/158P 30 125 65 40 166 8 15 158 PZ3 057601 057604 8-145/178P 145 186 15 178 PZ3 057602 0576058-165/198P 165 206 15 198 PZ3 057603 0576068-125/158P 125 166 15 158 PZ3 057601 057604 8-145/178P 145 186 15 178 PZ3 057602 0576058-165/198P 165 206 15 198 PZ3 057603 0576068-30/62V

30

30

65 40

70

8 11,5

62

PZ2

050134 -8-60/92V 60 100 92 050135 -8-80/112V 80 120 112 050136 -8-100/132V 100 140 132 050137 -

d0

dc

h0tfix

hnom

L+8

L


ETA ETAn° 06/0032

Use the ETA figures to design ETICS application.

WARNING:for Anchor sizes

8-125/158P, 8-145/178P & 8-165/198P, setting only by screwing

Lig

ht

wei

ght

anch

ors

145

Spacing data

Design loads (NRd, VRd) and Recommended loads (Nrec, Vrec) for one anchor without edge or spacing influence


Anchor sizeBasematerial

Ø5 Ø6 Ø8 5/5 6/5 6/40 8/10 8/80 5/15 6/12 8/30 to 6/25 8/60 8/165 Concrete (C20/25) NRd 0,3 0,45 0,6 VRd 0,70 1,05 0,84 1,61 1,33 NRec 0,21 0,32 0,42 VRec 0,5 0,75 0,6 1,15 0,95 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRd 0,15 0,20 0,25 VRd 0,70 1,05 0,84 1,61 1,33 NRec 0,11 0,14 0,18 VRec 0,5 0,75 0,6 1,15 0,95 Clay bricks (fc = 55 N/mm2) NRd 0,10 0,40 0,60 VRd 0,70 1,05 0,84 1,05 1,33 NRec 0,07 0,28 0,43 VRec 0,5 0,75 0,6 0,75 0,95 Hollow concrete blocks type B40 not rendered (fc = 6,5 N/mm2) NRd 0,10 0,15 0,60 VRd 0,70 0,84 0,84 0,63 1,05 NRec 0,07 0,11 0,43 VRec 0,5 0,6 0,6 0,45 0,75 Hollow concrete blocks type B40 rendered (fc = 6,5 N/mm2)* NRd 0,35 0,63 0,84 VRd 0,70 0,84 0,84 1,33 1,05 NRec 0,25 0,45 0,6 VRec 0,5 0,6 0,6 0,95 0,75 Hollow clay bricks type Eco-30 not rendered (fc = 4,5 N/mm2) NRd 0,21 0,28 0,35 VRd 0,21 0,28 0,28 0,07 0,35 NRec 0,15 0,2 0,25 VRec 0,15 0,2 0,2 0,05 0,25 Hollow clay bricks type Eco-30 rendered (fc = 4,5 N/mm2)* NRd 0,35 0,49 0,63 VRd 0,35 0,42 0,49 0,63 0,63 NRec 0,25 0,35 0,45 VRec 0,25 0,3 0,35 0,45 0,45 Engineering clay bricks not rendered (fc = 14,5 N/mm2)* NRd 0,21 0,28 0,35 VRd 0,70 0,84 0,84 0,32 1,05 NRec 0,15 0,2 0,25 VRec 0,5 0,6 0,6 0,23 0,75 Engineering clay bricks rendered (fc = 14,5 N/mm2)* NRd 0,35 0,49 0,63 VRd 0,70 1,05 0,84 0,32 1,33 NRec 0,25 0,35 0,45 VRec 0,5 0,75 0,6 0,23 0,95 Aerated concrete (Mvn = 500 kg/m3)* NRd 0,06 0,08 0,12 VRd 0,06 0,08 0,08 0,21 0,12 NRec 0,04 0,06 0,08 VRec 0,04 0,06 0,06 0,15 0,08 Plasterboard type BA13* NRd 0,06 0,06 0,07 VRd 0,06 0,06 0,06 0,13 0,07 NRec 0,04 0,04 0,05 VRec 0,04 0,04 0,04 0,09 0,05 Plasterboard type BA10 + polystyren* NRd 0,07 0,07 0,08 VRd 0,07 0,07 0,07 0,27 0,08 NRec 0,05 0,05 0,06 VRec 0,05 0,05 0,05 0,19 0,06

SPIT HIT MSPIT HIT M - A2

IN CONCRETE

SPIT HIT M Minimum distance between anchors and from edges (mm)

Ccr,N mini Ccr,V mini

Ø5 Ø6 100 100 Ø8

M = 2 ; F = 1,4 * Base materials not submitted to ETA

(1) Issue from ETA. (2) Issue from tests results.

146

¬ Fixing sub-frames

¬ Fixing doors and windows (wood, aluminium)

¬ Fixing other joinery products


Anchor size 10-22/72 ; 10-42/92 ;10-62/112 ; 10-82/132 ; 10-102/152

10-22/72 ; 10-42/92 ;10-62/112 ; 10-82/132 ; 10-102/152Base

material Concrete (C20/25) NRu,m 7,0 VRu,m 3,5 Clay bricks (fc = 55 N/mm2) NRu,m 5,4 VRu,m 3,5 Aerated concrete NRu,m 1,35 VRu,m 2,5

L

L3d 0

=d n

om

heftfix

Tinst

hmin

h0

APPLICATION

MATERIAL

INSTALLATION

Concrete (C20/25) NRd 2,4 VRd 0,7 NRec 1,7 VRec 0,5 Clay bricks (fc = 55 N/mm2) NRd 1,25 VRd 0,7 NRec 0,9 VRec 0,5 Aerated concrete NRd 0,28 VRd 0,56 NRec 0,2 VRec 0,4

TENSILE IN kN SHEAR IN kN Anchor size 10-22/72 ; 10-42/92 ;10-62/112 ; 10-82/132 ; 10-102/152

10-22/72 ; 10-42/92 ;10-62/112 ; 10-82/132 ; 10-102/152Base

material

For aerated concrete, drill with a drill bit diameter equal to 9 mm

¬ Deep embedment anchor for all types of frames

Technical data SPIT L Anchor maximum Anchor Minimum Sleeve Ø Drilling Total Code depth thick of part OD thick of base lenght drill bit depth anchor to be fixed material lenght (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) hef tfix dnom hmin L3 do ho L 10-22/72 22 72 85 059650 10-42/92 42 92 105 059660 10-62/112 50 62 10 90 112 10 70 125 059670 10-82/132 82 132 145 059680 10-102/152 102 152 165 059690

The anchor must be installed at the minimum distance of 100 mm from another anchor and near one edge.

IN MASONRIES

Spacing dataIN CONCRETE

SPIT L Minimum distance between anchors and from edges (mm)

Ccr,N mini Ccr,V mini Scr,1 mini

10-22/72 ; 10-42/92 ; 10-62/112 ; 10-82/132 ; 10-102/152 50 50 50

M = 2,85 for concrete ; F = 1,4M = 4,3 for clay bricks and aerated concrete ; M = 1,4

Ultimate loads (NRu,m, VRu,m)

Esposure limit 30 min. 1 h 1 h 30 min. 2 h

SPIT L 0,5 0,35 0,25 0,2

Fire tests perfomed by IBMB (N° 3005/0054).

Fire behaviour FIRE TEST

Maximum tensile service loads recommended on concrete for stability (kN).


*Derived from test results * Valeurs issues d’essais

SPIT L

APPLICATION

¬ M6 screw class 5.8 zinc coated steel

¬ Screw head = type PZ3

¬ Galvanised sheet sleeve

¬ Steel cone

TENSILE IN kN

Minimum distance between anchors and from edges (mm)

SHEAR IN kN

SPIT NYLONG

The anchor must be installed at the minimum distance of 100 mm from another anchor and near one edge.

IN CONCRETE

IN MASONRIES

Spacing data

¬ Anchors for facades and frames

L

L1

d 0

hef

typeF

typeH

tfix

d nomTinst

hmin

h0

APPLICATION

¬ Fixing wall plates

¬ Fixing frames and sub-frames

¬ Sanitary equipment

MATERIAL

¬ Body: polyamid 6

¬ Screw head type F (TORX n°40) or H

INSTALLATION

N° NPO 029

Technical data

SPIT Anchor Maximum Anchor Minimum Ø Drilling Min. drill depth Total Tightening NYLONG depth thick of part OD thick of base drill bit depth through part sleeve torque to be fixed material to be fixed length

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) Code hef tfix dnom hmin do ho L1 L Tinst Head type F Head type H 10-60 10 70 60 057290 057200

10-80 30 90 80 057210 -

10-100 50 50 10 100 10 60 110 100 8,5 057220 057160

10-115 65 125 115 057230 -

10-135 85 145 135 057240 057180

10-160 110 170 160 057250 057190

Ultimate loads (NRu,m, VRu,m)

Basematerial

Concrete (C20/25) NRd 1,5 VRd 3,6 NRec 1,08 VRec 2,6 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRd 1,5 VRd 3,2 NRec 1,08 VRec 2,3 Clay bricks (fc = 55 N/mm2) NRd 1,5 VRd 3,6 NRec 1,08 VRec 2,6 Hollow concrete blocks type B40 not rendered (fc = 6,5 N/mm2) NRd 0,35 VRd 1,54 NRec 0,25 VRec 1,1 Hollow clay bricks type Eco-30 not rendered (fc = 4,5 N/mm2) NRd 0,5 VRd 0,72 NRec 0,35 VRec 0,5 Aerated concrete (Mvn = 500 kg/m3) NRd 0,42 VRd 0,64 NRec 0,3 VRec 0,46



*Derived from test results *Derived from test results

Anchor size 10-60 ; 10-80 ; 10-100 10-115 ; 10-135 ; 10-160

10-60 ; 10-80 ; 10-100 10-115 ; 10-135 ; 10-160Base

material

Ccr,N mini

50

Ccr,V mini

50

Scr,N

50

10-6010-8010-10010-11510-13510-160

SPIT NYLONG

For aerated concrete, drill with a drill bit diameter equal to 9 mm

147

Lig

ht

wei

ght

anch

ors

Anchor size 10-60 ; 10-80 ; 10-100 10-115 ; 10-135 ; 10-160

10-60 ; 10-80 ; 10-100 10-115 ; 10-135 ; 10-160

Concrete (C20/25) NRu,m 6,1 VRu,m 13,0 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRu,m 5,2 VRu,m 11,5 Clay bricks (fc = 55 N/mm2) NRu,m 6,1 VRu,m 13,0 Hollow concrete blocks type B40 not rendered (fc = 6,5 N/mm2) NRu,m 1,12 VRu,m 5,52 Hollow clay bricks type Eco-30 not rendered (fc = 4,5 N/mm2) NRu,m 1,64 VRu,m 2,58 Aerated concrete (Mvn = 500 kg/m3) NRu,m 1,35 VRu,m 2,3

148

SPIT PROLONG¬ Universal frame fixing

L

L1

d 0

hef

typeF

tfix

d nomTinst

hmin

h0

APPLICATION

¬ Roofing clamps¬ Sanitary equipement¬ Fixing wall plates¬ Timbers

MATERIAL

¬ Body : polyamid 6.6 (halogene free)

¬ Screw : grade 5.8, zinc coated steel 5 μm

¬ Head type:

F : Countersunk head TORX 30 (Ø8)TORX 40 (Ø10 & Ø14)

H : Hexagonal head + large washer

Ø8-Sw = 10 mmØ10-Sw = 13 mm Ø12-Sw = 17 mmØ16-Sw = 19 mm

HS : Hexagonal head + integrated washer

Ø14-Sw = 17 mm

INSTALLATION

Technical data


The anchor must be installed at the minimum distance of:- 200 mm from another anchor,- 105 mm from one edge.

IN HOLLOW MASONRIES

Spacing dataIN CONCRETE AND SOLID MASONRIES

SPIT PROLONG Mini. distance between anchors and from edge (mm)

Scr,N Ccr,N Ccr,V S mini C mini

Ø 8 100 50 70 40 30 Ø10 140 70 70 50 60 Ø12 140 70 90 50 60 Ø14 140 70 105 50 60 Ø16 120 60 105 65 75

Ultimate loads (NRu,m, VRu,m)TRACTION EN kN

TENSILE IN kN

CISAILLEMENT EN kN

SHEAR IN kN

Dimensions

Dimensions

Support

Support


ETA ETAG 020n° 11/0035

PROLONG Ø10

Ø8 Ø10 Ø12 Ø14 Ø16 Ø8 Ø10 Ø12 Ø14 Ø16 Concrete (C20/25) NRu,m 4,0 5,0 7,8 8,0 11,0 VRu,m 4,0 5,0 12,5 14,2 27,0 Solid bricks (fc = 30 N/mm2) NRu,m 4,6 5,75 7,4 7,5 10,4 VRu,m 4,6 5,75 11,2 12,8 24,3 Hollow concrete blocks type B40 not rendered NRu,m 1,1 1,4 2,2 3,0 4,2 VRu,m 1,1 1,4 3,4 4,0 4,8 Hollow clay bricks type Eco-30 not rendered NRu,m 1,1 1,4 1,2 1,2 1,2 VRu,m 1,1 1,4 3,5 4,5 5,1 Aerated concrete NRu,m 1,0 1,25 1,9 2,2 2,6 VRu,m - - - - -

Ø8 Ø10 Ø12 Ø14 Ø16 Ø8 Ø10 Ø12 Ø14 Ø16 Concrete (C20/25) NRd 1,1 1,4 2,23 2,28 3,14 VRd 1,1 1,4 3,57 4,05 7,71 NRec 0,8 1,0 1,56 1,60 2,20 VRec 0,8 1,0 2,50 2,84 5,40 Solid bricks (fc = 30 N/mm2) NRd 1,3 1,60 2,11 2,14 2,97 VRd 1,3 1,60 3,20 3,65 6,94 NRec 0,9 1,15 1,48 1,50 2,08 VRec 0,9 1,15 2,24 2,56 4,86 Hollow concrete blocks type B40 not rendered NRd 0,32 0,40 0,63 0,85 1,20 VRd 0,32 0,40 0,97 1,14 1,37 NRec 0,22 0,28 0,44 0,60 0,84 VRec 0,22 0,28 0,70 0,80 0,96 Hollow clay bricks type Eco-30 not rendered NRd 0,32 0,40 0,30 0,30 0,30 VRd 0,32 0,40 1,00 1,28 1,45 NRec 0,22 0,28 0,24 0,24 0,24 VRec 0,22 0,28 0,70 0,90 1,02 Aerated concrete NRd 0,28 0,35 0,54 0,63 0,74 VRd - - - - - NRec 0,2 0,25 0,38 0,44 0,52 VRec - - - - -

SPIT Anchor Maximum Anchor Minimum Ø Drilling Min. drill depth Total Tightening PROLONG depth thick of part ext. thick of base drill bit depth through part sleeve torque to be fixed diameter material to be fixed lenght (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) Code hef tfix dnom hmin do ho L1 L Tinst Head type F Head type H Head type HS 8x80 10 90 80 566650 566665 8x100 70 30 8 140 8 85 110 100 10 566651 566666 8x120 50 130 120 566652 566667 10x80 10 90 80 566653 566668 10x100 30 110 100 566654 566669 10x115 45 125 115 566655 566670 10x145 70 75 10 180 10 80 155 145 10 566656 566671 10x160 90 170 160 566657 566672 10x185 115 195 185 566658 566673 10x 210 140 220 210 566659 566674 12x120 50 135 120 566675 12x145 75 160 145 566676 12x165 70 95 12 200 12 85 180 165 10 566677 12x185 115 200 185 566678 12x210 140 225 210 566679 14x120 50 140 120 566660 566685 14x145 75 165 145 566661 566686 14x165 70 95 14 200 14 90 185 165 20 566662 566687 14x185 115 205 185 566663 566688 14x210 140 230 210 566664 566689 16x145 55 165 145 566680 16x165 75 185 165 566681 16x185 90 95 16 200 16 110 205 185 20 566682 16x200 110 220 200 566683 16x240 150 260 240 566428 16x270 180 290 270 566684

h0

L

d0

Concrete Hollow concrete block Clay brick Hollow clay brick TYPE Ø woodscrew C 20/25 B 40 BP 400 Eco 40 Nrec* Nu,m* Nrec* Nu,m* Nrec* Nu,m* Nrec* Nu,m* PRO 5 4 0,28 1,4 0,23 1,15 0,2 1,0 0,17 0,85 PRO 6 5 0,45 2,25 0,3 1,5 0,26 1,3 0,19 0,95 PRO 8 6 0,7 3,5 0,43 2,15 0,35 1,75 0,23 1,15 PRO 10 8 1,2 6,0 0,46 2,3 0,6 3,0 0,25 1,25

SPIT ATLAS (HAMMER-IN)

SPIT PRO6

¬ Hammer-set steel expansion anchor

APPLICATION

¬ Fixing pipework (Atlas collars)

¬ Ventilation ducts

¬ Signs

¬ Frames

¬ Suspended ceilings

MATERIAL

¬ Body S250 Pb NFA 35561

¬ Expansion pin XC 42

Technical data

Technical data

Anchors mechanical properties

Recommended and ultimate loads

Reduction factor of recommended loads

* indicative valuesFor rendered concrete (maximum 5 mm) : Maximum service loads must be reduced by 50%

The above values could be used with ATLAS SDA

L

Ø =

10,

6

d 0hef

tfix

df

hmin

h0

Anchor

Max thick Ø

Threaded

Min. thick Ø

Drilling

Min Total

depth of part to

thread

length of base

drill bit

depth Ø anchor

TYPE be fixed material clearance length CODE mm mm mm mm mm mm mm mm mm hef tfix d L2 hmin do ho df L ATLAS CL35 30 5 – – 60 6 35 6,5 36,5 056990

TEN

SILE

AN

D O

BLIQ

UE K

NSH

EAR

KN

fuk (N/mm2) min. tensile strength of the body 450fyk (N/mm2) Yield strength of the body 400

BETWEEN ANCHORS

TYPE hef Distance S in mmATLAS CL35 30 30 S < 100 S 100 fS 0,75 1

DISTANCE FROM EDGE

TYPE hef Distance C1, C2 in mmATLAS CL35 30 30 C1, C2 < 50 C1, C2 50 fC1 = fC2 0,5 1

APPLICATION

¬ Lightweight fixing in all base material,¬ Small electrical accessories, small light

fittings, fuse boxes, etc...

¬ Polyamid 6¬ Suitable -20° + 40°C

MATERIAL

Recommended load and ultimate loads with wood screw

TENSILE KN

* indicative values - the loads must be lower than 50 % in function of the type of screw used

Concrete Clay Solid brick concrete block TYPE hef C 20/25 C 30/37 C 40/50 BP 400 B 80 Nrec Nu,m Nrec Nu,m Nrec Nu,m Nrec* Nu,m* Nrec* Nu,m*ATLAS CL35 30 0,5 2,0 0,75 3,0 1,0 4,0 0,5 2,0 0,5 2,0

Vrec Vu,m Vrec Vu,m Vrec Vu,m Vrec* Vu,m* Vrec* Vu,m*ATLAS CL35 30 1,0 4,0 1,5 6,0 2,0 8,0 1,0 4,0 1,0 4,0

Ø screw

Ø drill Drilling Anchor code code TYPE bit depth length without screw with VBA screw do ho L PRO6 5x25 3 - 4 5 35 25 056542 565346 PRO6 6x30 4 - 5 6 40 30 056543 565347 PRO6 8x40 4,5 - 6 8 50 40 056544 565348 PRO6 10x50 6 - 8 10 65 50 056545 565349

Lig

ht

wei

ght

anch

ors

149

150

SPIT UDZ

APPLICATION

¬ Fixing on ceiling

¬ Fixing only for multiple use of non-structural applications

INSTALLATION

Technical data

Spacing data

IN CONCRETE

Minimum distance between anchors and from edges and minimum thickness of concrete member (mm)

Smin Cmin hmin

UDZ 6 200 100 80

TENSILE IN kN

UDZ 6Basematerial Concrete (C20/25 to C50/60) NRd 1,00 NRec 0,71

M = 1,5 ; F = 1,4

¬ Wedge anchor for multiple use of non-structural applications

SPIT UDZ Anchor Max. thick of part Ø Drilling Clearance Code depth to be fixed drill bit depth diameter (mm) (mm) (mm) (mm) (mm) hef tfix d0 h0 df

UDZ 6 30 5 6 50 7 057228

Characteristic resistance (NRk)

TENSILE IN kN

UDZ 6Basematerial

Concrete (C20/25 to C50/60) NRk 1,5

Design loads (NRd) and Recommended loads (Nrec) for one anchor without edge or spacing influence

*Issue from test results.

hef

dt

tfix

h0

d0


ETA ETAG 001-6n° 05/0038

Lig

ht

wei

ght

anch

ors

151

Characteristic resistance* (kN) Exposure time 60 min 120 min P6 0,085 0,045

Concrete Clay Hollow clay Wood brick brick

TYPE hef C 20/25 C 30/37 BP 400 C 40

Nrec Nu,m Nrec Nu,m Nrec Nu,m Nrec* Nu,m* Nrec* Nu,m* RM 6 40 0,8 4,0 0,80 4,0 0,80 4,0 0,35 2,0 0,50 2,0

hef Concrete TYPE C 20/25 C 30/37 C 40/50 Nrec Nu,m Nrec Nu,m Nrec Nu,m

P6 25 1,50 6,00 1,80 7,00 2,20 8,60

Anchorage Min. thickness Drilling Drilling Total depth of base diameter depth anchor

TYPE (mm) material (mm) (mm) (mm) length (mm)

CODE

hef hmin do ho L

P6 25 50 6 35 64 056100

TYPE hef Vrec Vu,m Vrec Vu,m Vrec Vu,m

P6 25 1,40 5,60 1,70 6,80 1,70 6,80

fuk (N/mm2) min. tensile strength 450fyk (N/mm2) Yield strength 400




CODE

hef hmin do ho L

RM 6 40 70 8 45 68 050054

SPIT RM6¬ Female anchor with torque controlled expansion

APPLICATION

¬ Suspended ceiling,

¬ Lights,

¬ Studs.

Technical data


Recommended and failure loads (kN)

Using SPIT NYL 8 for RM6 in concrete and brick. Concrete rendered (max 5 mm): recommended load reduced to 50%

d0

hef

L

hmin

TEN

SILE


d0

ho

L

hmin

hef

SPIT P6¬ Wirehanger

¬Technical data

APPLICATION¬ Suspended ceiling,¬ Light.

INSTALLATION

1. 2.

¬ On concrete and masonry: drilling Ø 8, put the NYL anchor in the hole, and install the RM6 anchor with the setting tool,

¬ On wood, screw it directly with the setting tool.

INSTALLATION

¬ Drilling Ø 6, depth 35 mm and insert the anchor with hammer.

¬ By hand locking before to hang the suspended system.


*Values calculated according to the technical report TR 020 published by EOTA “Evaluation of anchorages in concrete concerning resistance to fire”.

Recommended loads (kN)

TENSILE AND OBLIQUE

SHEAR

Concrete rendered (max 5 mm): recommended load reduced to 50%

152

hef Concrete C20/25 to C40/50 Clay brick BP 400 TYPE M4 15 0,05 0,04 M6 23 0,4 0,35 M8 28 0,6 0,5

Anchorage Min. thickness Drilling Drilling Tightening Total depth of base diameter depth torque anchor

TYPE (mm) material (mm) (mm) (mm) (Nm) length (mm)

CODE

hef hmin do ho Tinst L LAITON M4 16 50 5 22 4 16 052469 LAITON M6 24 60 8 30 9 24 062450 LAITON M8 30 70 10 35 20 30 062460

SPIT G8

hef Concrete TYPE C 20/25 C 30/37 C 40/50 Nrec Nu,m Nrec Nu,m Nrec Nu,m

G8 21 0,6 3,20 0,60 3,20 0,70 4,0



CODE

hef hmin do ho L

G8 21 40 8 25 43 050015



¬ Ceiling anchor

¬Technical data

APPLICATION

¬ Suspended ceiling,

INSTALLATION

¬ Drilling Ø 8, depth 25 mm.

¬ Push the anchor home into the hole and hit with the hammer to obtain the embendement of the anchor only reaching the wide part.

Fire behaviour

*Values calculated according to the technical report TR 020 published by EOTA “Evaluation of anchorages in concrete concerning resistance to fire”.

Recommended loads (kN)

TENSILE AND OBLIQUE


SPIT LAITONd0

hefTinst

L

ho

¬ Female anchor with torque controlled expansion

¬Technical data

APPLICATION

¬ Suspended system,¬ Studs.

Recommended load (kN)

TENSILE


INSTALLATION

¬ Drill a hole and install the anchor with hammer

¬ Tighten with the wrench to obtain the required torque.

With screw With stud

FIRE TEST

Characteristic resistance* (kN) Exposure time 60 min 120 min G8 0,035 0,017

153

Lig

ht

wei

ght

anch

ors

SPIT DRIVA CLICK

SPIT DRIVA PLUS

Vrec Vu,m Vrec Vu,m

TP 12 TF 30 0,23 1,15 0,28 1,40

Plasterboard Plasterboard

TYPE BA 10 BA 13

Nrec Nu,m Nrec Nu,m

TP 12 TF 30 0,084 0,42 0,12 0,60

¬ Special fixing for plasterboard : double anchorage

APPLICATION

¬ Self-drilling, double anchorage fixing for plasterboard: thickness 10 to 13 mm with or without insulation (polystyrene, etc...),

¬ Bathroom accessories¬ Kitchen cabinets,¬ Radiators, fuse boxes.

MATERIAL

¬ Anchor body - zamak 3, NFA 55.010¬ Special screw supplied, head type PZ2

L1

L1

d

TP

TF

L

d

D

D

tfix

Technical data

Recommended and ultimate loads (kN)

TEN

SILE

AN

D O

BLIQ

UESH

EAR

Max thick of Ø Ø Ø Screw Total anchor TYPE part to be fixed anchor thread anchor screw screw head length length CODE mm mm mm mm mm mm tfix d – D L1 L TP 10 10 4,5 13 9,0 45 38 565806

NOTE : Predrilling with HSS drill bit is required in aerated concrete: Ø 8 mm

¬ Self drilling anchor for plasterboard & aerated concrete

APPLICATION

¬ Fixing to plasterboard and aerated concrete,

¬ Bathroom accessories, wall heaters,¬ Electrical switch boxes, trunking, conduit,

...

MATERIAL

¬ Anchor body reinforced polyamid

¬ Flat head screw

Technical data


TEN

SILE

AN

D O

BLIQ

UESH

EAR

Vrec Vu,m Vrec Vu,m Vrec Vu,m

TP 10 0,25 1,4 0,24 1,1 0,15 0,75

Aerated Plasterboard Plasterboard

TYPE concrete BA 13 BA 10

Nrec Nu,m Nrec Nu,m Nrec Nu,m

TP 10 0,095 0,49 0,09 0,45 0,06 0,29

Ltfix

Max thick of Ø Ø Ø Screw Total anchor TYPE part to be fixed anchor thread anchor screw screw head length length CODE mm mm mm mm mm mm tfix d – D L1 L TP 12 12 4,5 16 9,2 45 39 061190 TF 30 30 4,5 16 8,8 60 39 061200

154

Max thick of Ø Ø Ø Screw Total anchor TYPE part to be fixed anchor screw screw head tête vis length length CODE mm mm mm mm mm mm tfix d – D L1 L TP 5 5 4,5 13 9,0 25 27 050074TP 12 12 4,5 13 9,2 35 31 059360 TF 27 27 4,5 13 8,8 50 31 059380 TF 5 5 4,5 13 8,2 25 31 059370

C 7 threaded head 4,5 13 – 37 31 059390 M7x150

MINI DRIVA - - 7,5 - - 26 059430NOTE : Predrilling with HSS drill bit is required in laminated plasterboard or gypsum block: Ø 10 mm in aerated concrete: Ø 6 mm

SPIT DRIVA

Vrec Vu,m Vrec Vu,m

TP 12 0,15 0,75 0,16 0,80

Max thick of Ø Ø Ø Screw Total anchor

TYPE part to be fixed thread anchor head screw head length length

CODE

mm mm mm mm mm mm

tfix d – D L1 L

TP 12 12 3,0 9,5 8,6 25 30 061630

NOTE : Predrilling with HSS drill bit is required in laminated plasterboard or gypsum block : Ø 5 mm in aerated concrete : Ø 5 mm

¬ Self drilling anchor for plasterboard & aerated concrete

APPLICATION

¬ Fixing to plasterboard and aerated concrete,

¬ Bathroom accessories, wall heaters,¬ Electrical switch boxes, trunking, conduit,¬ Curtain track.

MATERIAL

¬ Anchor body-zamak 3

¬ Special screw supplied, head type PZ2

Technical data

L1d

TP

L

D

tfix

SPIT DRILL

¬ Self drilling anchor for plasterboard & aerated concrete¬Technical data

APPLICATION

¬ Fixing in all soft materials (aerated concrete, gypsum blocks, plasterboard),

¬ Small electrical accessories : junction boxes, trunking, small light fittings.

¬Recommended and ultimate loads (kN)

MATERIAL

¬ Body made of 6.6 glass-fibre reinforced polyamid

¬ Special screw supplied, head type PZ2 TEN

SILE

AN

D O

BLIQ

UESH

EAR

Aerated Plasterboard

TYPE concrete BA 13

Nrec Nu,m Nrec Nu,m

TP 12 0,046 0,23 0,044 0,22


TEN

SILE

AN

D O

BLIQ

UESH

EAR

L

6

L1

L1

L1M7x150

5

d

TP

C7

TF

d

d

D

D

tfix

DRIVA

L

MINI DRIVA

Aerated Plasterboard

TYPE

concrete BA 13 Nrec Nu,m Nrec Nu,m

TP 5 TP 12 TF 27 0,06 0,3 0,06 0,3 TF 5 C 7 0,06 0,3 0,06 0,3 MINI DRIVA - - 0,03 0,16

Vrec Vu,m Vrec Vu,m TP 5 0,18 0,9 0,14 0,7 TP 12 TF 27 0,18 0,9 0,18 0,9 TF 5 C 7 0,18 0,9 0,18 0,9

Hollow clay brick Hollow concrete Plasterboard Hollow clay brick Hollow concrete Plasterboard

TYPE RJ 400 block B 40 10 mm 13 mm RJ 400 block B 40 10 mm 13 mm

Nrec* Nu,m* Nrec* Nu,m* Nu,m* Nu,m* Vrec* Vu,m* Vrec* Vu,m* Vu,m* Vu,m*

CC 4/12 - CC 4/24 0,18 1,1 0,23 2,3 0,6 0,7 0,36 2,2 0,38 1,4 1,0 1,35 CC 5/14 - CC 5/16 - CC 5/32 0,18 1,1 0,30 3,9 0,7 0,9 0,48 2,9 0,65 1,8 1,0 1,35 CC 6/12 - CC 6/16 - CC 6/30 0,18 1,1 0,30 4,4 0,7 0,9 0,48 2,9 0,73 1,8 1,0 1,35

L1

d

d 0

hmin

L

SPIT CC

¬ Anchor for hollow base materials

¬Technical data

APPLICATION

¬ Fixing to plasterboard and hollow materials,

¬ Bathroom accessories,¬ Pipework, trunking,¬ Slotted screw head type PZ2.


TENSILE SHEAROBLIQUE * indicative values

Lig

ht

wei

ght

anch

ors

155

Ø thread Max. thick of Min-max Drill bit Total Total Code TYPE part to be fixed base thickness diameter screw length anchor length bulk (mm) (mm) (mm) (mm) (mm) (mm) (without screw) d tfix hmin dO L1 L Ø4 4 9 10-13 8 45 39 057900 Ø5 5 12 10-15 10 50 41 057901

SPIT CC VBA

Plasterboard TYPE 10 mm 13 mm Nu,m* Nu,m*

Ø4 0,6 0,6 Ø5 0,6 0,6

L1

d

hmin

L

d0

tfix

¬ Anchor for hollow base materials

Technical data

APPLICATION

¬ Fixing to plasterboard and hollow materials,

¬ Bathroom accessories,¬ Pipework, trunking, ...


TENSILE SHEAROBLIQUE * indicative values

Ø thread Min-max base Ø drill bit Total screw Total anchor Code TYPE (mm) thickness (mm) (mm) length (mm) length (mm) with without d hmin dO L1 L fitted screw fitted screw 4-6/23 4 2-6 8 30 23 061030 –

4-13/33 4 4-13 8 40 33 061040 –

4-24/46 4 12-24 8 50 46 061050 –

5-14/34 5 6-14 8 40 34 061070 057800

5-16/45 5 3-16 8 50 45 061080 057810

5-32/59 5 14-32 8 65 59 061090 057820

6-13/34 6 6-13 10 40 34 061110 057830

6-16/46 6 4-16 10 50 46 061120 057840

6-30/59 6 16-30 10 65 59 061130 057850

156

SPIT NYL

Ø

Concrete Hollow concrete block Hollow clay brick TYPE

woodscrew C 20/25 B40 RJ 40 with render

Nrec* Nu,m* Nrec* Nu,m* Nrec* Nu,m* ARPON 6 5 0,25 1,50 0,20 1,20 0,26 1,60 ARPON 8 6 0,25 1,50 0,22 1,30 0,26 1,60* indicative values

Ø screw

Concrete Clay brick Hollow clay brick Aerated con. Concrete Aerated con. TYPE

used C 20/25 BP 400 RJ 40 NFP 14-306 C 20/25 NFP 14-306

Nrec* Nu,m* Nrec* Nu,m* Nrec* Nu,m* Nu,m* Vrec* Vu,m* Vu,m* NYL 5 4 0,3 1,5 0,3 1,5 0,20 1,0 0,22 0,3 3,1 0,16 NYL 6 5 0,5 2,5 0,5 2,5 0,25 1,3 0,44 0,8 4,9 0,23 NYL 8 6 0,8 4,0 0,8 4,0 0,35 1,8 (1) 0,65 1,0 5,8 0,42 NYL 10 8 1,2 6,0 1,1 5,5 0,45 2,3 (1) 0,91 1,2 7,3 0,71 NYL 12 10 1,8 9,0 1,5 7,5 0,55 2,8 (1) 1,33 2,8 22,3 0,96 NYL 14 12 2,8 14,0 1,8 9,0 0,70 3,5 (1) 1,50 3,0 24,0 1,10 * indicative values(1) only for hollow brick rendered

L

L

¬ Universal nylon lightweight anchor

APPLICATION

¬ All lightweight fixings,

¬ Bathroom accessories,

¬ Electrical installations,

¬ Plastic trunking.

MATERIAL

¬ Body : polyamid 6

d

L

d0

Technical data

L

d0

SPIT ARPON

¬ Universal polyethylene lightweight anchor

APPLICATION

¬ Lightweight fixing in all base material,¬ Small electrical accessories, small light

fittings, fuse boxes, etc...

¬Recommended and ultimate loads

Recommended and ultimate loads

MATERIAL

¬ Polyethylene body

with collar

without collar

TENSILE KN SHEAR KNOBLIQUE KN

¬Technical data

Ø woodscrew Ø drill bit Total anchor length TYPE mm mm mm CODE d do L ARPON 6 3 to 5 6 25 198160 ARPON 8 4 to 7 8 32 198180 ARPON 8 PV – 8 32 198190 PV: version with threaded head M7x150

TENSILE KN

Ø Ø Total anchor CODE

TYPE woodscrew drill bit length

mm mm mm with collar without collar d do L NYL 5 2,5 - 4 5 25 057070 - NYL 6 3,5 - 5 6 30 057080 057140 NYL 8 4,5 - 6 8 40 057090 057020 NYL 10 6 - 8 10 50 - 057030 NYL 12 8 - 10 12 60 - 057150 NYL 14 10 - 12 14 70 - 057050 NYL 10 PV - 10 50 - 057060 PV: version with threaded head M8x125

SPIT ISO

¬ Expanding insulation anchor

APPLICATION

¬ Fixing all rigid insulation on solid or hollow material

MATERIAL

¬ Expansion glass-fibre reinforced polyamid 6*

¬ Anchor body: polypropylene**

¬ Temperature range in use: -30°C to +80°C

* Except ISO 10-30: polypropylene nail

** Caution: the anchor must be protected from UV rays by a screen (rendering, panelling, etc.)

INSTALLATION


ETA

ETA N° 04/0076

IN CONCRETE

Spacing data

SPIT ISO Minimum distance between anchors and from edges and minimum thickness of concrete member (mm)

Smin Cmin hmin

100 100 100

157

Technical dataSPIT ISO Anchor

depth(mm)

Insulationthickness

(mm)

Ødrill bit(mm)

Drillingdepth(mm)

Total anchorlength(mm)

Code

Ø 50 mmhead

Ø 60 mmhead

Ø 90 mmhead

hef tfix d0 h0 L10/10-30

30

10-30

10 50

60 057600 - -10/40-60 40-60 90 057610 - 07033010/70-80 70-80 110 057620 - 07034010/95-105 90-100 130 - 057630 -10/115-125 110-120 150 - 057640 -10/135-145 135-145 175 - 057650 -10/155-165 155-165 195 - 057651 -10/175-185 175-185 215 - 057652 -10/195-205 195-205 235 - 057653 -

Insu

lati

on a

nch

ors

Lhef

d0

tfixttolhD

h1

Ø T

ête

hD = tfix - ttol

Washer Ø90 mm

code: 055705

60 mm

90 mm


Concrete (C15/20) NRd 0,1 0,3 NRec 0,07 0,21 Concrete (C20/25 à C50/60) NRd 0,15 0,375 NRec 0,11 0,27 Clay bricks (fc = 55 Mpa, bending test: 4,7 N/mm2) NRd 0,15 0,375 NRec 0,11 0,27 Hollow concrete blocks not rendered (fc = 12,5 N/mm2) NRd 0,075 0,15 NRec 0,05 0,1 Hollow clay bricks type Eco-30 not rendered (fc = 5,9 N/mm2) NRd 0,05 0,2 NRec 0,035 0,14

M = 2 ; F = 1,4

TENSILE IN kN

*Issue from

Basematerial

Anchor size 10/10-30 10/40-60 10/195-205

Characterist ic resistance according to the technical reports TR025 and TR026

THERMAL TRANSMITTANCE PLATE STIFFNESS

Thickness Thermal transmittance of insulation hD (mm) (W/K) <150 0,001 150 0,000

Head Plate Plate diameter resistance stiffness (kN) (kN/mm) 50 1,00 0,3 60 1,00 0,5 60 + rondelle Ø90 1,10 0,5 90 1,08 0,3

Characteristic resistance (NRk)TENSILE IN kN

Concrete (C15/20) NRk 0,2 0,6

Concrete (C20/25 à C50/60) NRk 0,3 0,75

Clay bricks (fc = 55 Mpa, bending test: 4,7 N/mm2) NRk 0,3 0,75

Hollow concrete blocks not rendered (fc = 12,5 N/mm2) NRk 0,15 0,3

Hollow clay bricks type Eco-30 not rendered (fc = 5,9 N/mm2) NRk 0,1 0,4

Basematerial

Anchor size 10/10-30 10/40-60 10/195-205

158

SPIT ISOPLUS N

Concrete (C20/25 à C50/60) NRd 0,45 NRec 0,32 Clays bricks (fc = 12 Mpa) NRd 0,45 NRec 0,32Hollow clay bricks type Eco-30 not rendered NRd 0,20 NRec 0,14

Characteristic resistance (NRk)

TENSILE IN kN

TENSILE IN kN

Design loads (NRd) and recommended (Nrec) for one anchor without edge or spacing influence

¬ Expanding insulation anchor

APPLICATION

¬ Fixing all rigid insulation on solid or hollow material

MATERIAL

¬ Steel nail: 5 μm zinc coated

¬ Anchor body: polyamid 6**

¬ Thermal transmittance of anchor: 0.002 W/k

¬ Plate stiffness:: 0,8 kN/mm

¬ Temperature range in use: 0°C


INSTALLATION

*Issue from ETA

Technical data

IN CONCRETE

Spacing data

ETA N° 11/0082

Anchor size ISOPLUS N 8--

Anchor size ISOPLUS N 8 --

M = 2 ; F = 1,4

Concrete (C20/25 à C50/60) NRk 0,9 Clays bricks (fc = 12 Mpa) NRk 0,9 Hollow clay bricks type Eco-30 not rendered NRk 0,4

SPIT ISOPLUS N Minimum distance between anchors and from edges and minimum thickness of concrete member (mm)

Smin Cmin hmin

100 100 100

hef

t x ttol h1hmin

Ø tête

¬ Plastic washers PA6.6: Ø90 mm: code 055705 Ø140 mm: code 055690

SPIT ISOPLUS N Anchordepth(mm)

Insulationthickness

(mm)

Drill bitdiameter

(mm)

Drillingdepth(mm)

Total anchorlenght(mm)

Code

HeadØ 60 mm

hef tfix d0 h1+ttol L8-40

25

40

8 45

85 0556818-60 60 105 0556828-80 80 125 0556838-100 100 145 0556848-120 120 165 0556858-140 140 185 0556868-160 160 205 0556878-180 180 225 0556888-200 200 245 055689


ETA

For others masonry types, jobsite tests could be performed.

Base material

Base material

159

SPIT ISO PLUS

ETA N° 09/0245


ETA ¬ Expanding insulation anchor

APPLICATION¬ Fixing all rigid insulation on solid or

hollow material¬ Removable fxing

MATERIAL

¬ Steel nail: 5 μm zinc coated,

socket wrench Torx T40

¬ Anchor body: polyamid 6**

¬ Thermal transmittance of anchor: 0.002 W/k

¬ Plate stiffness: 0.8 kN/mm

¬ Temperature range in use: -30°C to +80°C


INSTALLATION

IN CONCRETE

Spacing data

SPIT ISOPLUS Minimum distance between anchors and from edges and minimum thickness of concrete member (mm)

Smin Cmin hmin

100 100 100

¬ Deep mounting with cap: cf.B instruction Setting tool: code 055324 White cap EPS: code 055622 Grey cap EPS: code 055544

¬ Plastic washers PA6.6: Ø90 mm: code 055705 Ø140 mm: code 055690

hef

t x A ttol h1

hmin

A instruction: Flush mounting

B instruction: Deep mounting with cap

SPIT 331/329C

Flush mounting

Deep mounting(with setting tool + cap)

Technical data SPIT ISOPLUS Anchor Insulation Drill bit Drilling Total anchor Code depth thickness diameter depth lenght (mm) (mm) (mm) (mm) Head hef (mm) tfix A tfix B d0 h1+ttol L Ø 60 mm 8-60/80 60 80 125 055576 8-80/100 80 100 145 055577 8-100/120 100 120 165 055578 8-120/140 120 140 185 055382 8-140/160 140 160 205 055305 8-160/180 160 180 225 055306 8-180/200

25 180 200

8

70 245 055307

8-200/220 200 220 265 055308 8-220/240(1) 220 240 285 055582 8-240/260(1) 240 260 305 055583 8-260/280(1) 260 280 325 055584 8-280/300(1) 280 300 345 055585 8-320/340(1) 320 340 365 055586 8-360/380(1) 360 380 385 055587(1) Do not belong to ETA

hef

t x B ttol h1

hmin

20 mm

Characteristic resistance (NRk)TENSILE IN kN

Anchor size ISOPLUS 8 -/-

Concrete (C20/25 à C50/60) NRk 0,9 Clays bricks (fc = 12 Mpa) NRk 0,9 Hollow clay bricks type Eco-30 not rendered NRk 0,6

Base material

Insu

lati

on a

nch

orsM = 2 ; F = 1,4

Concrete (C20/25 à C50/60) NRd 0,45 NRec 0,32 Clays bricks (fc = 12 Mpa) NRd 0,45 NRec 0,32 Hollow clay bricks type Eco-30 not rendered NRd 0,30 NRec 0,21

TENSILE IN kN

Anchor size ISOPLUS 8 -/-

Design loads (NRd) and recommended (Nrec) for one anchor without edge or spacing influence

*Issue from ETA

Base material

For others masonry types, jobsite tests could be performed.

160

TRACTION EN kN

Insulation density190kg/m3 NRu,m* 0,76 Insulation density 265kg/m3

NRu,m* 1,75

SPIT ISOWOOD

¬ Anchor for fixing insulation on wood

APPLICATION

¬ Fixing all rigid insulation on wood

¬ Caps included to avoid thermal transmittance

¬ Setting by srewing

MATERIAL

¬ Screw : steel, 5 μm,

Screw head: Torx N° 25

¬ Anchor Head : polypropylene**

¬ Temperature range in use: 0°C


INSTALLATION

Technical data

ON WOOD

Spacing data

Anchor size

SPIT ISOWOOD Minimum distance between anchors and from edges and minimum thickness of concrete member (mm)

Smin Cmin hmin

100 100 100

SPIT ISOWOOD Anchordepth(mm)

Insulationthickness

(mm)

Screwdiameter

(mm)

Total screwlenght(mm)

Code

HeadØ 60 mm

hef tfix d1 LISOWOOD 40

30 - 40

40

6

80 055737ISOWOOD 60 60 100 055738ISOWOOD 80 80 120 055739ISOWOOD 100 100 140 055741ISOWOOD 120 120 160 055742ISOWOOD 140 140 180 055743ISOWOOD 160 160 200 055744ISOWOOD 180 180 220 055745ISOWOOD 200 200 240 055746ISOWOOD 220 220 260 055747

heft x

60 m

m

hmin

¬ Plastic washer PA6.6: Ø90 mm: code 055705 Ø140 mm: code 055690

Ultimate loads (NRu,m)


*Derived from test result

ISOWOOD --Insulation + wood

*Indicative values

Insulation density 190kg/m3

NRd 0,19 NRec 0,15 Insulation density 265kg/m3

NRd 0,44 NRec 0,35

Anchor size ISOWOOD --Insulation + wood

TENSILE IN kN

161

Insu

lati

on a

nch

ors

SPIT CB-BR


TENSILE IN kN

TENSILE IN kN


¬ Anchor for fixing semi-rigid insulation

L

90 m

m

d0

heftfix

h0

SPIT CB

L

35 m

m

d0

heftfix

h0

SPIT BR

APPLICATION

¬ SPIT CB: Fixing semi-rigid insulation on solid materials

¬ SPIT BR: Fixing rigid insulation on solid materials

MATERIAL

¬ SPIT CB: Sleeve polypropylene (anti UV) black

¬ SPIT BR: Sleeve polypropylene

INSTALLATION


Technical data

SPIT CB-BR Anchor Insulation Ø Drilling Total anchor Code depth thickness drill bit depth lenght (mm) (mm) (mm) (mm) (mm) hef tfix do ho L CB BR 40/50 40-50 85/80 055700 056040 50/60 50-60 95/90 055710 056050 70/80 70-80 115/110 055720 056060 90/100 90-100 135/130 055730 056070 110/120 20-30 110-120 8 50 155/150 055740 056080140/150 140-150 180 055749160/170 160-170 200 055750180/190 180-190 220 055751200/210 200-210 240 055752

BR 20/40 ; BR 40/60 ;BR 60/80 ; BR 80/110 ; BR 110/130

CB 140/150 ; CB 160/170CB 180/190 ; CB200/210

CB 20/40 ; CB 40/60 ; CB 60/80 ; CB 80/110 ; CB 110/130

Anchor size Concrete (C20/25) NRd 0,14 NRd 0,071 NRd 0,14 NRec 0,1 NRec 0,05 NRec 0,1 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRd 0,08 NRd 0,04 NRd 0,08 NRec 0,06 NRec 0,03 NRec 0,06 Clay bricks (fc = 55 N/mm2) NRd 0,11 NRd 0,055 NRd 0,11 NRec 0,08 NRec 0,04 NRec 0,08 Aerated concrete (Mvn = 500 kg/m3) NRd 0,04 NRd 0,02 NRd 0,04 NRec 0,03 NRec 0,015 NRec 0,03

Basematerial

BR 20/40 ; BR 40/60 ;BR 60/80 ; BR 80/110 ; BR 110/130

CB 140/150 ; CB 160/170CB 180/190 ; CB200/210

CB 20/40 ; CB 40/60 ; CB 60/80 ; CB 80/110 ; CB 110/130

Anchor size Concrete (C20/25) NRu,m 0,5 NRu,m 0,25 NRu,m 0,5 Clay bricks (fc = 55 N/mm2) NRu,m 0,3 NRu,m 0,15 NRu,m 0,3 Solid bricks (fc = 55 N/mm2) NRu,m 0,4 NRu,m 0,20 NRu,m 0,4 Aerated concrete (Mvn = 500 kg/m3) NRu,m 0,15 NRu,m 0,075 NRu,m 0,15

Basematerial

Concrete (C20/25) NRu,m 0,75 NRu,m 1,0 Solid concrete blocks type B120 (fc = 13,5 N/mm2)) NRu,m 0,5 NRu,m 0,5 Clay bricks (fc = 55 N/mm2) NRu,m 0,5 NRu,m 0,5

162

SPIT ISOMET


TENSILE IN kN

TENSILE IN kN


¬ Fire resistant insulation anchor

L

35 m

m

d 0

heftfix

h0

APPLICATION

¬ Fixing all types of insulation where a fire resistant anchor is required

MATERIAL

¬ Galvanised body Z275, NF EN 10142

¬ Stainless steel body Z6 CN 18-09

INSTALLATION


Technical data

;

Fire behaviour for insulation fixed to soffits

Maximum tensile service loads recommended on concrete for stability (kN)

Exposure limit 30 min. 1 h 1 h 30 min. 2 h 3 h

SPIT ISOMET GALVANISED 0,13 0,07 0,07 0,07 0,035

SPIT ISOMET ST. STEEL 0,20 0,20 0,20 0,20 0,10

The summary of fire tests performed by CSTB (No. 86.24642) is available on request.

N° PT 3043

Washer Ø 11x70Code 064 000

FIRE TEST

SPIT ISOMET Anchor Insulation Drill bit Drilling Total anchor Code depth thickness diameter depth length Galvanised Stainless st. (mm) (mm) (mm) (mm) (mm) version version hef tfix d0 h0 L

8/30 30 80 059730 059700

8/60 60 110 059740 059710

8/70 70 120 059880 -

8/90 50

90 8 60

140 059750 059720

8/120 120 170 059760 -

8/150 150 200 059770 -

8/200 200 250 055291 -

8/250 250 300 055643 -

Ø40

Ø8 Head cap

Codes: White 780350Beige 780360Grey 051799

Stainless steel anchor size8/30 ; 8/60 ; 8/90

Galvanised anchor size 8/30 ; 8/60 ; 8/90 ; 8/120 ; 8/150; 8/200 ; 8/250

Stainless steel anchor size8/30 ; 8/60 ; 8/90

Galvanised anchor size 8/30 ; 8/60 ; 8/90 ; 8/120 ; 8/150; 8/200 ; 8/250

Concrete (C20/25) NRd 0,21 NRd 0,42 NRec 0,15 NRec 0,2 Solid concrete blocks type B120 (fc = 13,5 N/mm2) NRd 0,14 NRd 0,21 NRec 0,1 NRec 0,1 Clay bricks (fc = 55 N/mm2) NRd 0,14 NRd 0,21 NRec 0,1 NRec 0,1

Basematerial

Basematerial

163

Insu

lati

on a

nch

ors

SPIT ISOMET CC

TYPE

Hollow concrete beam Hollow concrete block Hollow clay brick Nrec Nu,m Nrec* Nu,m* Nrec* Nu,m* 12/60 12/80 0,15 0,75 0,30 1,50 0,20 1,00 12/110

¬ Fire resistant insulation anchor for hollow base materials

APPLICATION

¬ Fixing all type of insulation for hollow base material where a fire resistant anchor is required.

MATERIAL

INSTALLATION

¬ Slotted screw head type PZ2.

Technical data


L

d

d 0

35 m

m

hmintfix

TENSILE

(*) Indicatives value

¬ Drill a hole of 12 mm diameter through the insulating material,

¬ Insert the anchor with a hammer,

¬ Use a screwing machine to expand the anchor.


Fire tests on insulation fixed to soffits built in hollow concrete block or in hollow concrete beam have been done in the CTICM laboratory. The test results (report n° 96-4-374) obtained guarantee the performance of the anchor ISOMET CC for an exposure time higher than 2 hours.

Diameter Min base Max insulation Drilling Total anchor TYPE Thread thickness thickness Diameter length CODE (mm) (mm) (mm) (mm) (mm) d hmin tfix d0 L 12/60 6 10 - 24 60 12 113 059800 12/80 6 10 - 24 80 12 133 059810 12/110 6 10 - 24 100 12 153 059820

SPIT products are specifically designed for trained professional end users.

Operation and safety instructions within the user manuals must be adhered to at all times. Anchors must be selected according to the nature of base materials, the load to be supported and exterior conditions. The selected product has to be checked and approved according to technical data, precise calculations and on-site tests if required, particularly in cases where there is undefined base materials or products without technical agreements. Please feel free to contact us for advice: www.spit.com

Pictures cannot be considered as representative. SPIT reserves the right to modify characteristics of their products at any time. Pictures may show accessories not delivered with the standard version.

Cod

e 0

52

10

9

ITW BELGIUM SPRLBollinckxstraat 205

1070 BrusselsBELGIUM

ITW BEVESTIGING-SYSTEMEN BVRendementsweg 13641 SK Mijdrecht

NETHERLANDS

ITW CONSTRUCTION PRODUCT SPAINSPIT PASLODE CONSTRUCTION

SPAIN & PORTUGALCalle Murcia, 36-P.I. Les Salines

08830 Sant Boi de Llobregat -BARCELONASPAIN

ITW CONSTRUCTION PRODUCTS ITALY S.r.l.Via Lombardia, 10

30030 Cazzago di Pianiga (Ve)ITALY

SPIT SASSU France & EXPORT

150 route de Lyon - BP 10426501 Bourg-lès-Valence

FRANCE

ITW CONSTRUCTION PRODUCTS UK & IRELANDFleming Way

Crawley, West Sussex,RH 10 9DP

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ITW BEFESTIGUNGSSYSTEME GMBHGutenbergstr, 491522 Ansbach

GERMANY

ITW AUSTRIA VERTRIEBS GMBHSamergasse 28 bA-5020 Salzburg

AUSTRIA

ITW CONSTRUCTION PRODU TS CR s.r.o. Modletice 140 (Areal United Brands)

251 01 anyCZECH REPUBLIC

ITW SPIT PolskaKondratowicza 37 lok. 206

03-236 WARSZAWAPOLAND

ITW BYGITW CONSTRUCTION PRODUCTS Aps

GI. Banegaardsvej 255500 Middelfart

DENMARK

SU CONSTRUCTION NORWAYc/o ITW Construction Products ASBillingstadsletta 14, Postboks 111,

1396 BillingstadNORWAY

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Munkforsplan 37Box 124, 123 22 Farsta

SWEDEN

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Timmermalmintie 19 A01680 Vantaa

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Documents

Fixing Design Guide - Spit - · PDF fileFixing Design Guide Issue 2013-2014 Mechanical Anchors Chemical Anchors Rebar Fixings Lightweight Anchors Insulation Anchors