4628 jcp tecnical manual 2008 - bapp · throughboltb.z.p. specification 2 features 1 throughfixing...

Technical Helpline 020 8546 6545 Technical Information

1

The JCP Technical Manual has been compiled to give a wide range ofinformation to allow anchors to be selected with the minimum of effort orcalculation. The selection of anchors can be a very complex task and thisManual is not intended to cover all situations or applications but to enablethe specifier to select a suitable product for their particular applicationwhere a simple approach can be used. Where a more complicatedapplication requires the use of Anchor Design Software this can beachieved by discussing the application with the JCP Technical Department.

To help understand the approach of this Technical Manual a numberof factors are explained below. These factors all influence the correctselection of a product and although not all factors will effect allapplications there is a need to understand how different circumstanceswill require a different approach.

Base MaterialAll loads are based on a good quality C20/25 concrete, properly supplied and

applied. C20/25 concrete has a minimum cylinder strength of 20MPa and a

cube strength of 25MPa. These figures are measured on a cylinder of 150mm

in diameter and 300 mm in height, or a cube of 150mm x 150mm x 150mm.

All figures are for uncracked concrete but figures for cracked concrete can be

obtained from the appropriate European Technical Approval where the anchors

are suitable for use in cracked concrete. Reference to the individual ETA’s will

give guidance on the level of approval.

Some anchors have data for brickwork but this is for guidance only. Due to the

variable nature of bricks care must be taken that they are of a suitable type

and strength for the product chosen.

Care must be taken to ensure the correct comparison is made between the

relevant loads. For an explanation of the different loads see the following section.

Tensile Load

Partial Safety Factor Approach

Average Failure Resistance

95%

Fractile Characteristic Resistance

Ym (Partial Safety Factor derived from tests)

Yf (1.4)

Design Resistance

Approved/Recommended Load

For applications not covered by the informationin this Technical Manual please contact the JCPTechnical Department on 020 8546 6545 or byemail to [email protected]

Ultimate Resistance The average

failure load of a minimum of 5 tests.

Characteristic Resistance 95% of all

ultimate loads reach or exceed this load.

Design Resistance Contains a Factor

of Safety derived from the test series and

should be compared with factored loads.

Approved (Recommended) LoadApproved Load comes from the ETA for

a product with an Approval and the

Recommended Load is for products that

do not have an ETA. Both contain an extra

element to include an installation safety

factor and should be compared with

unfactored loads.

Edge Distance – Tensile The Edge

Distance for an anchor takes into account

the amount of material between an anchor

and a free edge to provide sufficient

support for the Design Resistance of the

anchor. Where that Edge Distance is

reduced a Reduced Design Resistance is

given. These figures are for single anchors

A European Technical Approval on a

product is visible evidence that the

product has been independently tested

and assessed to a given standard as

laid down in the ETAG 001 Guidelines

For European Technical Approval: Metal

Anchors for use in Concrete. It also

provides a route for the product to

receive a CE Mark.

The Water Regulations Advisory

Scheme proves that the product has

been tested for use in contact with

Potable (Drinking) water.

Shear Load

Unfactored Load

Factored Load

Combined Load

For Combined Loads use the formula (Applied Tensile Load/Recommended

Tensile Load) + (Applied Shear Load/Recommended Shear Load) ≤ 1.0

uninfluenced by any other anchor or a

second edge.

Edge Distance – Shear Shear Loads

towards an edge are for single anchors

where the spacing between anchors is

greater than 3 times the Edge Distance.

The Design Resistance is reduced to take

into account closer edge distances but

care must be taken to ensure that the

edge of the concrete is in good condition

and subject to damage or pitting.

Spacing The loads given in the

Reduced Design Resistance table are

for a pair of anchor uninfluenced by

edge distance or any other anchors.

It should be noted that these loads

are per pair of anchors and not per

individual anchor.

Approved/Recommended LoadsWhere Unfactored loads are being

considered the loads shown in the

Reduced Design Resistance table

must be divided by 1.4.

Types of Load

SpecificationThroughbolt B.Z.P.

2

Features

1 Through Fixing

2 Suitable for dry internal use

3 Medium to Heavy Duty applications

4 Torque controlled expansion

5 Supplied pre-assembled for rapid

installation

Product Information

The Bright Zinc Plated Throughbolt is a

torque controlled through fixing suitable

for use in concrete from C20/25 to C50/60.

Zinc Plated and Yellow Passivated to a

minimum of 5µm it is suitable for use

in dry internal conditions together with

excellent load bearing capacities.

Position fixture and drill correct diameterhole to correct depth

Clean hole by brushing and blowing toremove all dust and drilling debris

Insert assembled anchor through fixtureinto concrete

Tighten anchor to Recommended Torque

1 2 3 4

Range Data

Part NumberThreadDiameter

mm

AnchorLength

mm

HoleDiameter

mm

MaximumFixture

Thicknessmm

FixtureClearenceHolemm

ThreadLength

mm

EmbedmentDepth

mm

MimimumHole Depth

mm

MinimumStructureThickness

mm

TighteningTorque

Nm

TB06045

6

45

6

5

7

20

30 35 100 6TB06055 55 15 30

TB06085 85 45 60

TB08050

8

50

8

5

9

20

35 40 100 10

TB08065 65 20 35

TB08080 80 35 50

TB08100 100 55 70

TB08130 130 85 85

TB10065

10

65

10

8

12

25

45 50 100 28TB10075 75 18 35

TB10090 90 33 50

TB10120 120 63 80

TB12080

12

80

12

5

14

30

60 65 100 34

TB12100 100 25 50

TB12120 120 45 70

TB12140 140 65 90

TB12180 180 105 90

TB16105

16

105

16

10

18

60

75 85 110 85TB16125 125 30 65

TB16150 150 55 90

TB16175 175 80 90

TB20130

20

130

20

20

22

60

85 100 130 160TB20160 160 50 60

TB20215 215 105 60

TB2418024

18024

4526

65105 120 160 280

TB24260 260 125 65

Installation Instructions

Technical Helpline 020 8546 6545 Throughbolt B.Z.P.

3

Influence of Concrete Strength

Steel Design Resistance for single anchor

Anchor Mechanical Properties

When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded

M6 M8 M10 M12 M16 M20 M24

Tensile Strength N/mm² 500 500 500 500 400 400 400

Yield Strength N/mm² 400 400 400 400 240 240 240

Nut A/F mm 10 13 17 19 24 30 36

Washer Diameter mm 12 17 21 24 30 37 44

M6 M8 M10 M12 M16 M20 M24

Tension kN 5.9 10.9 17.4 25.4 36.0 56.0 81.0

Shear kN 4.3 7.9 12.5 18.3 26.0 40.6 58.5

Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60

Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.0 1.1 1.22 1.41 1.48 1.55

Performance Data (20/25 Concrete)

Thread Diametermm

Characteristic ResistancekN

Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm

Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear

6 5.4 5.1 3.6 4.1 2.6 2.9 70 50 60

8 6.0 9.3 4.0 7.4 2.9 5.3 75 50 90

10 9.6 13.4 6.4 10.7 4.6 7.7 105 55 105

12 15.0 20.6 10.0 16.5 7.1 11.8 140 70 130

16 19.8 34.6 13.2 26.0 9.4 18.6 165 85 160

20 26.1 54.0 17.4 40.6 12.4 29.0 195 100 200

24 34.2 77.8 22.8 58.5 16.3 41.8 240 120 240

Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance

Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads

Edge Distance (C20/25 Concrete) for single anchorsEdgemm

Tensile Resistance Shear Resistance

M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24

40 3.1 3.4 2.7

45 3.3 3.7 5.6 3.0

50 3.6 4.0 6.0 8.0 3.4 4.1

55 6.4 8.5 9.9 3.7 4.5

60 9.0 10.5 12.5 4.1 4.9 6.1

70 10.0 11.6 13.7 5.7 7.1

85 13.2 15.6 18.1 7.0 8.6

90 16.2 18.8 7.4 9.1 11.4

100 17.4 20.1 10.2 12.7

105 20.8 10.7 13.3 17.1

120 22.8 15.2 19.5 24.4

130 16.2 21.1 26.4

150 24.4 30.5 36.6

160 26.0 32.5 39.0

180 36.5 43.9

190 38.6 46.3

200 40.6 48.8

220 53.6

240 58.5

Spacing (C20/25Concrete)Spacingmm

Tensile Resistance per Pair of Anchors

M6 M8 M10 M12 M16 M20 M24

50 6.2

60 6.7 7.2

65 6.9 7.5 10.4

70 7.2 7.7 10.7

75 8.0 11.0 15.4

85 11.6 16.1

100 12.5 17.1 21.2

105 12.8 17.5 21.6

115 18.2 22.4

130 19.3 23.6 29.0

140 20.0 24.4 29.9

150 25.2 30.8 37.1

165 26.4 32.1 38.5

175 33.0 39.4

185 33.9 40.4

195 34.8 41.3

220 43.7

240 45.6

SpecificationApproved Throughbolt

4

Features

1 Through Fixing

2 Suitable for dry internal use




installation

6 Embedment mark for correct

installation

Product Information

The AWA Throughbolt is a torque

controlled through fixing suitable

for use in concrete over C20/25.

Zinc Plated and Clear Passivated

to a minimum of 5µm it is suitable

for use in dry internal conditions and

has a European Technical Approval.


Range Data


mm

AnchorLength

mm

HoleDiameter

mm

MaximumFixture

Thicknessmm


ThreadLength

mm

EmbedmentDepth

mm

MimimumHole Depth

mm


mm

TighteningTorque

Nm

AWA060606

606

27

2650 55 100 7

AWA06080 80 22 46

AWA08075

8

75

8

5

9

38

60 65 100 20AWA08090 90 19 53

AWA08115 115 45 78

AWA08130 130 60 93

AWA10090

10

90

10

10

12

49

67 70 110 35AWA10120 120 40 79

AWA10150 150 70 109

AWA12110

12

110

12

18

14

58

77 85 130 60AWA12140 140 48 88

AWA12160 160 68 108

AWA12180 180 88 128

AWA16125

16

125

16

5

18

60

104 110 168 120AWA16145 145 23 80

AWA16170 170 48 105

AWA20170 20 170 20 23 22 102 125 135 206 240

1 2 3 4

The concrete to be well compacted, e.g.without significant voids. Drill to theminimum depth and diameter specified

Thoroughly clean the hole by brushingand blowing to remove all dust anddrilling fragments

With the nut and washer in placehammer the anchor through the fixtureinto the hole to the depth mark


Technical Helpline 020 8546 6545 Approved Throughbolt

5





M6 M8 M10 M12 M16 M20

Tensile Strength N/mm² 510 510 510 490 490 490

Yield Strength N/mm² 440 440 440 410 410 375

Nut A/F mm 10 13 17 19 24 30

Washer Diameter mm 12 16 20 24 30 37

M6 M8 M10 M12 M16 M20

Tension kN 7.7 16.4 25.6 35.4 65.0 104.0

Shear kN 5.1 9.3 14.7 20.6 38.4 56.2


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1 N/A N/A N/A N/A N/A


Thread Diametermm


Design ResistancekN

Approved LoadkN

Spacingmm

Edge Distancemm


6 7.7 5.1 5.5 4.1 3.9 2.9 120 60 60

8 12.0 9.3 8.0 7.4 5.7 5.3 144 72 72

10 16.0 14.7 8.9 11.8 6.4 8.4 165 83 83

12 25.0 20.6 13.9 16.5 9.9 11.8 195 98 98

16 35.0 38.4 19.4 30.7 13.9 21.9 252 126 126

20 50.0 56.3 27.8 45.0 19.8 32.2 309 155 155





M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20

50 5.1

55 5.3 3.4

60 5.5 4.1

65 7.6 6.1

70 7.9 8.3 7.0

75 8.0 8.5 7.4 9.7

80 8.7 11.0

85 8.9 12.9 11.8 12.4

90 13.3 13.9

95 13.6 15.5

100 13.9 16.5

110 18.2 23.3

113 18.6 25.5

120 19.0 27.9

126 19.4 30.7

135 26.1 34.2

140 26.4 36.9

145 27.0 39.6

150 27.2 42.3

155 27.8 45.0



M6 M8 M10 M12 M16 M20

60 8.3

65 8.5 11.6

70 8.7 11.9 12.6

80 9.2 12.4 13.2

85 9.4 12.7 13.5 20.0

100 10.1 13.6 14.3 21.0

110 10.5 14.1 14.8 21.7 27.9

120 11.0 14.7 15.4 22.5 28.6

135 15.5 16.2 23.5 29.8

140 15.8 16.5 23.9 30.2 40.6

144 16.0 16.7 24.2 30.5 41.1

165 17.8 25.7 32.1 42.8

180 26.7 33.3 43.9

195 27.8 34.4 45.6

200 34.8 47.8

220 36.3 47.8

252 38.8 49.5

260 51.2

280 51.1

300 55.0

309 55.5

SpecificationThroughbolt SS A4-316

6

Features

1 Through Fixing

2 Suitable for indoor and outdoor use




installation

Product Information

The Stainless Steel Throughbolt is

a torque controlled through fixing

suitable for use in concrete from

C20/25 to C50/60. Manufactured from

Grade A4-316 Stainless Steel it offers

good corrosion resistance outdoors

and in wet internal conditions together

with excellent load bearing capacities.

1 2 3 4


Range Data


mm

AnchorLength

mm

HoleDiameter

mm

MaximumFixture

Thicknessmm


ThreadLength

mm

EmbedmentDepth

mm

MimimumHole Depth

mm


mm

TighteningTorque

Nm

TSS060406

406

5*7

16 30 35100 6

TSS06065 67 10 20 48 55

TSS08050

8

50

8

5*

9

25 35 45

100 15TSS08075 75 10 25

55 65TSS08095 95 30 25

TSS08120 120 55 25

TSS10060

10

60

10

10*

12

25 40 50

100 25

TSS10080 85 10 30

60 70TSS10100 105 30 30

TSS10125 125 50 30

TSS10175 175 100 30

TSS12085

12

95

12

10*

14

50 70 80

130 50

TSS12100 105 10 35

80 90TSS12115 115 20 35

TSS12145 145 50 35

TSS12200 200 105 80

TSS16110

16

115

16

15*

18

40 80 90

170 100TSS16125 130 10 40

98 110TSS16150 150 30 40

TSS16175 180 60 80

TSS2017020

18020

3522

45120 130 200 160

TSS20220 240 95 45

*Reduced Loading due to shallow embedment depths – Contact Technical Helpline





Technical Helpline 020 8546 6545 Throughbolt SS A4-316

7





M6 M8 M10 M12 M16 M20



Nut A/F mm 10 13 17 19 24 30

Washer Diameter mm 12 17 21 24 30 37

M6 M8 M10 M12 M16 M20

Tension kN 6.6 12.0 20.0 29.3 58.6 79.7

Shear kN 5.6 9.6 11.2 21.6 40.0 61.4


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1 1.1 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Approved LoadkN

Spacingmm

Edge Distancemm


6 7.5 7.0 5.0 5.6 3.6 4.0 35 35 100

8 12.0 12.0 8.0 9.6 5.7 6.9 85 85 165

10 16.0 16.8 10.7 11.2 7.6 8.0 130 115 180

12 25.0 27.0 16.7 21.6 11.9 15.4 175 160 280

16 36.1 50.0 24.0 40.0 17.2 28.6 240 205 420

20 50.4 86.0 33.6 61.4 24.0 43.9 300 280 515


Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads



M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20

35 5.0 1.6

50 6.0 2.7 3.0

55 6.3 3.1 3.4 3.7

65 6.8 3.9 4.4 4.8

75 7.5 8.1 4.5 5.0 5.5 6.6

85 8.0 8.7 5.0 5.6 6.1 8.0 9.1

95 9.4 5.5 6.1 6.7 8.9 10.7

100 9.7 5.6 6.4 6.9 9.3 11.6 13.0

115 10.7 13.3 7.2 7.8 10.4 13.6 16.0

125 14.1 7.7 8.4 11.2 14.6 18.1

135 14.8 8.2 8.9 11.9 15.5 20.2

160 16.7 20.0 9.4 10.3 13.7 17.9 23.2

165 20.4 9.6 10.5 14.1 18.4 23.8

170 20.9 10.8 14.4 18.8 24.4

180 21.8 11.2 15.1 19.8 25.6

200 23.6 26.7 16.5 21.6 28.0

205 24.0 26.8 16.9 22.0 28.6

230 29.0 18.6 24.2 31.4

250 30.8 19.9 26.0 33.7

280 33.6 21.6 28.5 37.0

300 30.2 39.2

320 31.9 41.4

370 36.0 46.7

420 40.0 51.9

470 57.0

470 60.0

515 61.4



M6 M8 M10 M12 M16 M20

35 10.0 12.4

40 12.8

45 13.2 14.7

50 13.5 15.1

60 14.3 15.8 23.0

65 14.6 16.2 23.5

75 15.4 17.0 24.4

80 15.8 17.4 24.8 32.1

85 16.0 17.8 25.3 32.6

100 18.9 26.6 34.1 44.8

105 19.3 27.1 34.6 45.4

110 19.7 27.5 35.1 45.9

115 20.1 28.0 35.6 46.5

130 21.3 29.4 37.1 48.2

150 31.2 39.1 50.4

175 33.3 41.6 53.2

200 44.1 56.0

215 45.6 57.7

230 47.1 59.4

240 48.1 60.5

270 63.8

300 67.2

SpecificationThroughbolt HDG

8

Product Information

The Hot Dipped Galvanised Throughbolt

is a torque controlled through fixing

suitable for use in concrete from C20/25

to C50/60. The Hot Dipped Galvanised

finish to a minimum thickness of 42µm

offers good corrosion resistance together

with excellent load bearing capacities.

1 2 3 4

Features

1 Through Fixing

2 Suitable for indoor and outdoor use




installation


Range Data


mm

AnchorLength

mm

HoleDiameter

mm

MaximumFixture

Thicknessmm


ThreadLength

mm

EmbedmentDepth

mm

MimimumHole Depth

mm


mm

TighteningTorque

Nm

TG08050

8

50

8

5*

9

22 35 45

100 15TG08075 75 10 25

55 65TG08095 95 30 25

TG08120 120 55 25

TG10060

10

60

10

10*

12

2540 50

100 30

TG10070 70 20* 30

TG10080 85 10 30

60 70TG10100 105 30 30

TG10125 125 50 30

TG12085

12

95

12

10*

14

50 70 80

130 50

TG12100 110 15 35

80 90TG12115 115 20 35

TG12145 145 50 35

TG12180 180 85 80

TG16110

16

115

16

15*

18

40 80 90

170 100TG16125 130 10 40

100 110TG16150 150 30 40

TG16200 200 80 40

TG20170

20

180

20

35

22

45

120 130 200 200TG20220 220 75 45

TG20280 240 135 45






Technical Helpline 020 8546 6545 Throughbolt HDG

9





M8 M10 M12 M16 M20

Tensile Strength N/mm² 560 660 660 560 560

Yield Strength N/mm² 475 560 560 475 475

Nut A/F mm 13 17 19 24 30

Washer Diameter mm 17 21 24 30 37

M8 M10 M12 M16 M20

Tension kN 11.3 18.6 26.6 42.5 66.8

Shear kN 8.8 13.6 20.0 33.0 51.8


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1 1.1 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 12.0 11.0 8.0 8.8 5.7 6.3 85 85 150

10 16.0 16.7 10.7 11.2 7.6 8.0 130 115 180

12 25.0 25.0 16.7 20.0 11.9 14.3 175 155 250

16 35.0 44.0 23.3 33.1 16.6 23.6 215 190 320

20 50.0 69.0 33.3 51.9 23.8 37.1 300 250 420





M8 M10 M12 M16 M20 M8 M10 M12 M16 M20

50 6.0 3.0

55 6.3 3.4

65 6.8 7.4 4.4 4.8

75 7.5 8.1 5.0 5.5

85 8.0 8.7 5.6 6.1

95 9.4 12.1 6.1 6.7 8.9

105 10.1 12.8 16.1 6.6 7.2 9.7 12.5

115 10.7 13.6 16.9 7.2 7.8 10.4 14.2

125 14.4 17.7 21.4 7.7 8.4 11.2 15.3 18.1

135 15.1 18.6 22.3 8.2 8.9 11.9 16.3 20.2

150 16.4 19.9 23.7 8.8 9.7 13.0 17.8 22.0

155 16.7 20.3 24.1 10.0 13.4 18.2 22.6

180 22.6 26.5 11.2 15.1 20.7 25.6

190 23.3 27.4 15.8 21.6 26.8

210 29.4 17.2 23.5 29.1

230 31.5 18.6 25.4 31.4

250 33.3 20.0 27.2 33.7

275 29.4 36.5

300 31.6 39.2

320 33.1 41.4

370 46.7

420 51.9



M8 M10 M12 M16 M20

50 13.5

60 14.3 15.8

65 14.6 16.2

70 15.0 16.6

80 15.8 17.4 24.8

85 16.0 17.8 25.3

100 18.9 26.6 35.1

105 19.3 27.1 35.6 45.4

115 20.1 28.0 36.6 46.5

130 21.3 29.4 38.1 48.2

150 31.2 40.2 50.4

175 33.3 42.7 53.2

200 45.2 56.0

215 46.7 57.7

230 59.4

250 61.6

275 64.4

300 66.7

Range Data


mm

AnchorLength

mm

HoleDiameter

mm

MaximumFixture

Thicknessmm


EmbedmentDepth

mm

HoleDepth

mm


mm

TighteningTorque

Nm

JAB060506

505

207 30 35 60 15

JAB06075 75 45

JAB08030

8

30

6

5

10

25 35

60

25

JAB08050 50 20

30

40JAB08075 75 45

JAB08100 100 70

55 100JAB08130 130 100

JAB08150 150 120

JAB08050CS 50 20

30

40 60JAB08075CS 75 45

JAB08100CS 100 70

55 100JAB08130CS 130 100

JAB08150CS 150 120

JAB10060

10

60

8

20

12 40 55 90 40JAB10075 75 35

JAB10100 100 60

JAB10150 150 110

JAB12060

12

60

10

10

14 50 70 110 60JAB12075 75 25

JAB12100 100 50

JAB12150 150 100

JAB14075

14

75

12

15

16 60 85 125 80

JAB14100 100 40

JAB14130 130 70

JAB14150 150 90

JAB14200 200 140

JAB18100

18

100

16

20

20 80 105 140 100JAB18150 150 70

JAB18200 200 120

SpecificationAnkerbolt

10

Features

1 Hardened Self-Tapping screw

2 Suitable for most materials

3 Removable

4 Wide range of sizes

Product Information

The Ankerbolt is a specially hardened

screw with a double profile thread

which cuts its own thread in the base

material. Suitable for use in solid

concrete, hollow concrete, bricks,

dense blocks and most natural stone.

Zinc plated and clear passivated

minimum 5µm.

1 2 3 4



Remove all dust by brushing and blowing Insert Ankerbolt through fixture and screwdown using a downward pressure

Tighten Ankerbolt to Recommended Torque

Technical Helpline 020 8546 6545 Ankerbolt

11


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


6 3.0 5.8 1.4 4.6 1.0 3.3 90 45 60

8 6.0 6.3 2.7 5.0 1.9 3.6 100 50 80

10 9.0 15.0 4.1 12.0 2.9 8.6 120 60 90

12 13.5 25.0 6.1 20.0 4.4 14.3 170 80 120

14 19.5 33.8 8.9 27.0 6.3 19.3 200 90 140

18 26.4 42.5 12.0 34.0 8.6 24.3 260 120 160



Tensile Resistance Shear ResistanceM6 M8 M10 M12 M14 M18 M6 M8 M10 M12 M14 M18

35 1.240 1.3 2.3 3.145 1.4 2.5 3.4 3.5 2.850 2.7 3.6 4.5 3.8 3.1 6.755 3.9 4.8 6.5 4.2 3.4 7.360 4.1 5.0 6.8 7.8 4.6 3.8 8.0 10.070 5.6 7.5 8.5 4.4 9.3 11.780 6.1 8.2 9.2 5.0 10.7 13.390 8.9 9.9 12.0 15.0 17.4100 10.6 16.7 19.3110 11.3 18.3 21.2120 12.0 20.0 23.1125 24.1 26.6130 25.1 27.6140 27.0 29.8150 31.9160 34.0

Spacing (C20/25 Concrete)Spacingmm

Tensile Resistance per Pair of AnchorsM6 M8 M10 M12 M14 M18

40 2.045 2.1 3.950 2.2 4.155 2.3 4.2 6.060 2.3 4.4 6.270 2.5 4.6 6.5 8.680 2.6 4.9 6.8 9.090 2.8 5.1 7.2 9.3100 5.4 7.5 9.7 13.4120 8.2 10.4 14.2 17.5130 10.8 14.7 18.0140 11.1 15.1 18.5150 11.5 15.6 18.9160 11.8 16.0 19.4170 12.2 16.5 19.8180 16.9 20.3200 17.8 21.2220 22.2240 23.1260 24.0




M6 M8 M10 M12 M14 M18



Bolt A/F mm 8 10 15 17 19 27

Flange Diameter mm 11 14

M6 M8 M10 M12 M14 M18

Tension kN 4.9 8.7 13.9 20.3 29.3 49.2

Shear kN 4.6 5.0 12.0 20.0 27.0 34.0


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55



SpecificationSleeve Anchor Hex Nut

12

Features

1 All Steel Anchor

2 Through fixing

3 Optimum collapse feature to ensuremaximum clamping force

4 Stainless Steel Sleeve available

Product Information

The Sleeve Anchor is an all steel,

thin walled, through fixing for general

purpose applications. Suitable for fixing

into Concrete, Solid Brick, Dense

Blockwork and some Natural Stone.

Finish available: Zinc Plated and Yellow

Passivated min 5µm and Stainless Steel

Grade A4-316.

1 2 3 4

Stud DataPart Number ThreadDiameter

mm

Drill HoleDiameter

mm

AnchorLength

mm

MaximumFixture

Thicknessmm

EmbedmentDepth

mm

MaximumHoleDepthmm

FixtureClearanceHolemm


mm

TighteningTorque

NmHex Nut BZP Hex Nut SS

SLSS06060 4.5 6 60 25 30 35 7 50 10

SLN08040 SLSS08040

6 8

40 8* 30 35

9 60 20SLN08065 SLSS08065 65 3035 40

SLN08085 85 50

SLN10050 SLSS10050

8 10

50 8

40 45 12 70 40SLN10075 SLSS10075 75 35

SLN10100 SLSS10100 100 60

SLN10125 125 80

SLN12060 SLSS12060

10 12

60 10* 45 50

14 90 65SLN12075 SLSS12075 75 22

50 60SLN12100 SLSS12100 100 45

SLN12125 125 70

SLN16065

12 16

65 12* 50 60

18 95 90SLN16110 110 4955 65

SLN16150 150 90

SLN20080

16 20

80 14

60 70 22 100 165SLN20110 110 47

SLN20150 150 90




Clean out hole by brushing and blowingto remove drilling debris and dust

Insert Sleeve Anchor through fixture intodrilled hole

Tighten Anchor to Recommended Torque

Range Data

Technical Helpline 020 8546 6545 Sleeve Anchor Hex Nut

13




When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded

M6 M8 M10 M12 M16 M20



Nut A/F mm 10.0 13.0 17.0 19.0 24.0

Washer Diameter mm 12.0 17.0 21.0 24.0 30.0

Loads for solid Brickwork (20.5N/mm²)

Anchor Diameter Recommended Load kN

M6 0.6

M8 1.1

M10 1.5

M12 2.2

M16 2.5

Loads for Concrete Blocks (7N/mm²)


M6 0.5

M8 0.8

M10 1.0

M12 1.4

M16 1.9


Cylinder N/mm²

Increased concrete strength factors cannot be used with this anchorCube N/mm²

Factor


Anchor Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


6 5.4 4.0 2.6 2.2 1.8 1.6 80 40 60

8 6.6 4.5 3.1 2.5 2.2 1.8 90 45 80

10 10.2 8.3 4.9 4.6 3.4 3.3 100 50 100

12 12.6 13.3 6.0 7.4 4.2 5.3 130 65 120

16 15.0 19.3 7.1 10.7 5.0 7.7 140 70 160

20 17.7 36.0 8.4 20.0 5.9 14.3 150 75 200




35 2.440 2.6 2.9 1.545 3.1 4.6 1.750 4.9 5.0 1.8 1.660 5.7 6.4 2.2 1.965 6.0 6.7 7.6 2.070 7.1 8.0 2.2 3.275 8.4 2.3 3.580 2.5 3.7 4.990 4.1 5.6100 4.6 6.2 6.7120 7.4 8.0140 9.4 14.0160 10.7 16.0180 18.0200 20.0



50 4.255 4.460 4.665 4.7 5.370 4.9 5.575 5.0 5.780 5.2 5.9 8.885 6.0 9.190 6.2 9.3 10.295 9.6 10.4100 9.8 10.6 12.2110 11.1 12.7 14.6120 11.5 13.2 15.1130 12.0 13.7 15.7140 14.2 16.2150 16.8


M6 M8 M10 M12 M16 M20

Tension kNNot Applicable

Shear kN

Loads are for any direction

Maintain Spacing as per Concrete Loads but only 1

fixing per brick is recommended

Do not fix closer than 1 brick away from a free edge

Due to the variable nature of Brickwork and Blockwork

these figures are for guidance only

For critical applications a site test is recommended



Insert Sleeve Anchor through fixture intodrilled hole

Tighten Anchor to Recommended Torque

SpecificationSleeve Anchor Hex Bolt & Countersunk

14

Features

1 All Steel Anchor

2 Through fixing

3 Optimum collapse feature to ensuremaximum clamping force

4 Hex Bolt and Countersunk Head forflush finish

Product Information

The Sleeve Anchor is an all steel,

thin walled, through fixing for general

purpose applications. Suitable for fixing

into Concrete, Solid Brick, Dense

Blockwork and some Natural Stone.

Finish available: Zinc Plated and Yellow

Passivated min 5µm Countersunk in

Stainless Steel Grade A2.

Range DataPart Number Thread

Diameter

mm

Drill HoleDiameter

mm

AnchorLength

mm

MaximumFixture

Thicknessmm

EmbedmentDepth

mm

MaximumHoleDepthmm



mm

TighteningTorque

NmHex Bolt Countersunk

SLB08045

6 8

45 8

35 45 9 60 20

SLC08060 60 25

SLB08070 70 30

SLC08085 85 50

SLB08090 90 50

SLB10045

8 10

45 6 35 40

11 70 40

SLB10055 55 14 40 45

SLC10075 75 35

45 50SLB10080 80 35

SLB10100 SLC10100 100 57

SLB12065

10 12

65 12

50 65 13 90 65SLB12080 80 22

SLB12100 100 40

SLB1607512 16

75 1560 70 17 100 90

SLB16110 110 50

SLC08045SS6 8

45 540 50 9 60 20

SLC08060SS 60 20

SLC10060SS8 10

60 555 60 11 70 40

SLS10080SS 80 25

SLC12070SS10 12

70 565 75 13 80 60

SLC12100SS 100 35

1 2 3 4


Technical Helpline 020 8546 6545 Sleeve Anchor Hex Bolt & Countersunk

15





M8 M10 M12 M16 M20



Nut A/F mm 10.0 13.0 17.0 19.0 24.0




M8 1.1

M10 1.5

M12 2.2

M16 2.5

Loads for Concrete Blocks (7N/mm²)


M8 0.8

M10 1.0

M12 1.4

M16 1.9


Cylinder N/mm²


Factor


Anchor Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 6.6 4.5 3.1 2.5 2.2 1.8 90 45 80

10 10.2 8.3 4.9 4.6 3.4 3.3 100 50 100

12 12.6 13.3 6.0 7.4 4.2 5.3 130 65 120

16 15.0 19.3 7.1 10.7 5.0 7.7 140 70 160

20 17.7 36.0 8.4 20.0 5.9 14.3 150 75 200



Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M8 M10 M12 M16 M20

40 2.945 3.1 4.650 4.9 5.0 1.660 5.7 6.4 1.965 6.0 6.7 7.6 2.070 7.1 8.0 2.2 3.275 8.4 2.3 3.580 2.5 3.7 4.990 4.1 5.6100 4.6 6.2 6.7120 7.4 8.0140 9.4 14.0160 10.7 16.0180 18.0200 20.0


Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20

65 5.370 5.575 5.780 5.9 8.885 6.0 9.190 6.2 9.3 10.295 9.6 10.4100 9.8 10.6 12.2110 11.1 12.7 14.6120 11.5 13.2 15.1130 12.0 13.7 15.7140 14.2 16.2150 16.8


M8 M10 M12 M16 M20

Tension kNNot Applicable

Shear kN


Maintain Spacing as per Concrete Loads but only 1

fixing per brick is recommended


Due to the variable nature of Brickwork and Blockwork

these figures are for guidance only

For critical applications a site test is recommended

SpecificationDrop In Anchor

16

Features

1 Internal thread suitable for bolt or

threaded stud

2 Permanent socket to allow removal

and replacement of fixture

3 Lipped version allows for installation

independent of hole depth

4 Stainless Steel version available

Product Information

The Drop In Anchor is a deformation

controlled anchor for use in solid

concrete. It has an internal thread

suitable for attaching threaded studs

and bolts. The Lipped Drop in can be

used in Hollow Concrete Planks and

set independent of hole depth.

Finish available Zinc Plated and Yellow

Passivated min 5µm and A4 Stainless

Steel (not Lipped Drop).

Setting Punch

Straight Drop In anchors (Figures in brackets are for Stainless Steel anchors)Part Number Thread

Diametermm

Drill HoleDiametermm

AnchorLengthmm

HoleDepthmm

Internal ThreadLengthmm

FixtureClearance Hole

mm

TighteningTorqueNmZinc Plated Stainless Steel

DBM06 DSSM06 6 8 25 (30) 25 (30) 10 (11) 8 4

DBM08 DSSM08 8 10 30 30 14 (13) 10 9

DBM10 DSSM10 10 12 40 40 15 (15) 12 17

DBM12 DSSM12 12 15 50 50 20 (19) 14 30

DBM16 DSSM16 16 20 65 65 22 (25) 18 75

DBM20 20 25 80 80 30 22 144

1 2 3 4 5

Lipped Drop InPart Number Thread

Diametermm

Drill HoleDiametermm

AnchorLengthmm

HoleDepthmm

Internal ThreadLengthmm


mm

TighteningTorqueNmZinc Plated

DBM06SH M6 8 25 25 10 8 4

DBM08SH M8 10 30 30 14 10 9

DBM10SH M10 12 30 30 15 10 9

DBM10SHL M10 12 40 40 15 12 17

DBM12SH M12 15 50 50 20 12 30

DBM16SH M16 20 65 65 22 18 75

Drill correct diameter hole tocorrect depth

Clean out hole by brushingand blowing to remove drillingdebris and dust

Insert Anchor into drilled hole Expand using correct SettingPunch & suitable size hammer

Position fixture, insert bolt andtighten to recommended Torque

Care must be taken not to overtighten the bolt or stud where it isnot posible to use torque wrench ie Scaffold Ring Bolts.


The correct size Setting Punch must be used to safely instal Drop In Anchors

Figures in brackets are for Stainless Steel anchors

Technical Helpline 020 8546 6545 Drop In Anchor

17





Steel Sheer is for a Grade 4.6 bolt

(May be limited by bolt strength)

M6 M8 M10 M12 M16 M20



M6 M8 M10 M12 M16 M20

Tension kN 4.1 5.2 5.7 11.7 20.5 30.7

Shear kN 2.9 3.2 4.1 7.7 12.2 14.7


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.0 1.1 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


6 5.9 4.4 3.3 2.9 2.3 2.1 90 95 95

8 8.3 4.8 4.6 3.2 3.3 2.3 100 100 100

10 12.7 6.1 7.1 4.1 5.1 2.9 140 135 135

12 17.8 11.6 9.9 7.7 7.1 5.5 180 175 175

16 26.4 18.3 14.7 12.2 10.3 8.7 230 230 230

20 36.1 22.1 20.0 14.7 14.3 10.5 280 285 285

Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance*For M10 Short Lipped Drop In use Loads for M8 anchors




M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20

70

80

90 0.0 0.0

95 3.3 0.0 2.9 0.0

100 4.6 3.2

120 0.0 0.0

135 7.1 4.1

165 0.0 0.0

175 9.9 7.7

220 0.0 0.0

230 14.7 12.2

275 0.0 0.0

285 20.0 14.7



M6 M8 M10 M12 M16 M20

70 5.9

80 6.2

90 6.6 8.7

95 9.0

100 9.2 12.2

110 12.7

120 13.2

140 14.2 17.6

150 18.2

160 18.7

180 19.8 22.6

200 23.7

210 24.2

230 25.3 26.8

250 27.8

270 28.9

280 29.4

Position fixture and drill correctdiameter hole to correct depth


Insert Shield into drilled hole Position fixture, insert boltinto shield and tighten toRecommended Torque

SpecificationShield Anchor Loose Bolt

18

Features

1 All Steel anchor

2 High degree of expansion

3 High Tensile Bolt

4 Stainlesss Steel Shield available

Product Information

The Shield Anchor is an all steel,

internally threaded expansion anchor

for general purpose applications.

Suitable for fixing into Concrete, Solid

Brick, Dense Blockwork and some

Natural Stone. Finish available Zinc

Plated and Yellow Passivated min 5µm

Stainless Steel Grade A4-316 (Shield only).

1 2 3 4

Range DataPart Number Anchor Length (Figures in brackets are for Stainless Steel Shields)

Shield OnlyBZP

Shield OnlySS

ThreadDiameter

mm

ShieldOnly

mm

LengthUnderHeadmm

MaximumFixture

Thicknessmm

Drill HoleDiameter

mm

MinimumHole Depth

mm

EmbedmentDepth

mm



mm

TighteningTorque

Nm

ASHOM06 PSM06SS 6 45(40) – 12(10) 50(45) 45(40) 8 80 6

ASHOM08 PSM08SS 8 50 – 14 55 50 10 100 14

ASHOM10 PSM10SS 10 60 – 16 65 60 12 120 27

ASHOM12 PSM12SS 12 75(80) – 20 85(90) 75(80) 14 160 46

ASHOM16 16 110 – 25 120 110 18 200 110

Loose Bolt

ALB0610

6

55 10

12 50 45 8 80 6ALB0625 70 25

ALB0640 85 40

ALB0810

8

60 10

14 55 50 10 100 14ALB0825 75 25

ALB0840 90 40

ALB1010

10

70 10

16 65 60 12 120 27ALB1025 85 25

ALB1050 110 50

ALB1075 135 75

ALB1210

12

85 10

20 85 75 14 160 46ALB1225 100 25

ALB1240 115 40

ALB1260 135 60

ALB1615

16

135 15

25 120 110 18 200 110ALB1630 150 30

ALB1660 180 60


Technical Helpline 020 8546 6545 Shield Anchor Loose Bolt

19





M6 M8 M10 M12 M16



Nut A/F mm 10.0 13.0 17.0 19.0 24.0




M6 1.8

M8 2.3

M10 2.9

M12 4.3


Cylinder N/mm²


Factor


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


6 7.2 8.8 4.0 4.9 2.9 3.5 140 70 100

8 12.7 15.8 7.1 8.8 5.0 6.3 150 75 120

10 20.3 25.1 11.3 13.9 8.1 10.0 180 90 150

12 28.6 36.6 15.9 20.3 11.3 14.5 230 120 180

16 48.9 69.2 27.2 38.4 19.4 27.5 330 170 250




50 3.260 3.6 6.170 4.0 6.8 9.5 3.475 7.1 10.0 3.7 5.580 10.4 12.2 3.9 5.990 11.3 13.1 4.4 6.6 8.3100 14.0 4.9 7.3 9.3110 15.0 20.5 8.1 10.2 12.4120 15.9 21.6 8.8 11.1 13.5125 22.2 11.6 14.1130 22.7 12.0 14.7150 25.0 13.9 16.9170 27.2 19.2 26.1180 20.3 27.6210 32.3250 38.4



70 6.090 6.6 11.4110 7.1 12.3130 7.7 13.3 19.5140 8.0 13.7 20.1145 14.0 20.4150 14.2 20.7 26.3160 21.3 27.0170 22.0 27.7180 22.6 28.3 42.0200 29.7 43.7220 31.1 45.3230 31.8 46.2270 49.5300 51.9330 54.4


Due to the variable nature of brickwork these loads are for guidance only

Where loading is critical a site test is recommended

Loads are for both Tension & Shear but Combined Loads must not exceed quoted figures

Anchors above 12mm are not recommended in Brickwork

M6 M8 M10 M12 M16

Tension kN 10.7 19.3 30.7 44.7 84.0

Shear kN 6.1 11.3 17.9 26.1 49.4

SpecificationShield Anchor Projecting Bolt

20

Features

1 All Steel anchor

2 High degree of expansion

3 Captive Cone Nut

4 Removable stud

Product Information

The Shield Anchor is an all steel,

internally threaded expansion anchor

for general purpose applications.

Suitable for fixing into Concrete, Solid

Brick, Dense Blockwork and some

Natural Stone. Finish available Zinc

Plated and Yellow Passivated min 5µm.

1 2 3 4

Range Data

Part Number

ThreadDiameter

mm

OverallLength

mm

MaximumFixture

Thicknessmm

Drill HoleDiameter

mm

MinimumHole Depth

mm

EmbedmentDepth

mm



mm

TighteningTorque

Nm

APB0610

6

60 10

12 50 45 8 80 6APB0625 75 25

APB0650 100 50

APB0815

8

75 15

14 55 50 10 100 14APB0840 100 40

APB0880 140 80

APB1010

10

80 10

16 65 60 12 120 27APB1030 100 30

APB1050 120 50

APB1070 140 70

APB1215

12

100 15

20 85 75 14 160 46APB1225 110 25

APB1250 135 50

APB1270 155 70

APB1635 16 160 35 25 125 110 18 200 110


Position fixture and drill correctdiameter hole to correct depth


Insert shield and stud intodrilled hole

Position fixture, attach nut andwasher onto stud and tightento Recommended Torque

Technical Helpline 020 8546 6545 Shield Anchor Projecting Bolt

21





M6 M8 M10 M12 M16



Nut A/F mm 10.0 13.0 17.0 19.0 24.0




M6 1.8

M8 2.3

M10 2.9

M12 4.3


Cylinder N/mm²


Factor


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


M6 7.2 4.7 4.0 2.6 2.9 1.9 140 70 100

M8 12.7 8.7 7.1 4.8 5.0 3.5 150 75 120

M10 20.3 14.0 11.3 7.8 8.1 5.6 180 90 150

M12 28.6 20.4 15.9 11.3 11.3 8.1 230 120 180

M16 48.9 37.8 27.2 21.0 19.4 15.0 330 170 250




50 3.260 3.6 6.170 4.0 6.8 9.5 1.875 7.1 10.0 2.0 3.080 10.4 12.2 2.1 3.290 11.3 13.1 2.3 3.6 4.7100 14.0 2.6 4.0 5.2110 15.0 20.5 4.4 5.7 6.9120 15.9 21.6 4.8 6.2 7.5125 22.2 6.5 7.8130 22.7 6.8 8.2150 25.0 7.8 9.4 12.6170 27.2 10.7 14.3180 11.3 15.1210 17.6250 21.0



70 6.090 6.6 11.4110 7.1 12.3130 7.7 13.3140 8.0 13.7 20.1145 14.0 20.4150 14.2 20.7 26.3160 21.3 27.0170 22.0 27.7180 22.6 28.3 42.0200 29.7 43.7220 31.1 45.3230 31.8 46.2270 49.5300 51.9330 54.4


Due to the variable nature of brickwork these loads are for guidance only

Where loading is critical a site test is recommended

Loads are for both Tension & Shear but Combined Loads must not exceed quoted figures

Anchors above 12mm are not recommended in Brickwork

M6 M8 M10 M12 M16

Tension kN 4.0 7.1 11.3 15.9 27.2

Shear kN 2.6 4.8 7.8 11.3 21.0

SpecificationHeavy Duty Anchors

22

Features

1 Available in 3 head styles

2 Through Fixing


4 Heavy Duty applications

Product Information

The Heavy Duty Anchor is a torque

controlled expansion anchor designed

for rapid through fixing in cracked

and non cracked concrete. With an

ETA to Option 1. It may be used where

resistance to fire or shock loading is

a requirement. Finish available Zinc

Plated and Clear Passivated min 5µm.

Range DataPart Number Overall Anchor Length

Hexagon Bolt Stud & Nut

ThreadDiameter

mm

HexagonBolt

mm

Stud& Nut

mm

MaximumFixture

Thicknessmm

Drill HoleDiameter

mm

MinimumHole Depth

mm

EmbedmentDepth

mm



mm

TighteningTorque

NmJHD06-10

6

75 10

10 65 60 12 100 15JHD06-25 95 30

JHD06-50 115 50

JHD08-10 NHD0810

8

87 90 10

12 80 70 14 120 30JHD08-25 NHD0830 107 110 30

JHD08-50 NHD0850 127 130 50

JHD10-10 NHD1015

10

108 111 15

15 95 85 17 140 50JHD10-25 NHD1025 118 121 25

JHD10-50 NHD1045 138 141 45

JHD12-10 NHD1210

12

117 122 10

18 105 95 20 160 80JHD12-20 NHD1220 127 132 20

JHD12-40 NHD1240 147 152 40

JHD12-70 NHD1270 177 182 70

JHD16-10

16

132 10

24 130 120 26 200 160JHD16-25 NHD1620 152 157 20

JHD16-50 NHD1650 182 187 50

JHD20-2520

192 2528 160 150 31 250 200

JHD20-50 222 50

Part Number HeadDiameter

mm

HeadDepth

mm

ThreadDiameter

mm

AnchorLength

mm

MaximumFixture

Thicknessmm

Drill HoleDiameter

mm

MinimumHole Depth

mm

EmbedmentDepth

mm



mm

TighteningTorque

mm

CountersunkHead

SLSK10/10

16.5 3.9 M6

70 10

10 65 60 12 100 10SLSK10/25 85 25

SLSK10/50 105 45

SLSK12/10

20.5 5.0 M8

80 10

12 80 70 14 120 25SLSK12/25 95 25

SLSK12/50 120 50

SLSK15/10

24.5 5.7 M10

95 10

15 95 85 17 140 55SLSK15/25 110 25

SLSK15/50 135 50

SLSK18/1529.5 6.7 M12

115 2018 105 95 20 160 70

SLSK18/40 135 40



Insert Anchor through fixture andlightly hammer into concrete

Tighten Bolt to Recommended Torque


1 2 3 4

Technical Helpline 020 8546 6545 Heavy Duty Anchors

23


Thread Diametermm


Design ResistancekN

Approved LoadkN

Spacingmm

Edge Distancemm


6 16.0 16.0 10.7 12.8 7.6 9.1 150 110 210

8 20.0 24.5 13.3 19.6 9.5 14.0 180 125 270

10 30.0 36.2 20.0 29.0 14.3 20.7 210 180 335

12 36.1 72.1 24.0 48.1 17.2 34.3 240 200 505

16 50.4 100.8 33.6 67.2 24.0 48.0 300 250 540

20 70.4 140.9 47.0 93.3 33.5 67.1 375 315 605




50 3.260 4.3 4.770 8.0 10.7 14.9 5.2 5.9 6.580 8.7 10.7 16.3 18.0 5.8 7.2 7.9 8.6100 10.1 11.7 16.7 20.0 25.2 7.0 8.7 10.8 12.0 13.7110 10.7 12.5 16.7 20.0 26.7 7.8 9.4 11.5 13.6 15.8125 13.3 16.7 20.0 26.7 8.4 10.4 12.8 15.1 19.1150 17.7 20.0 26.7 9.8 12.1 14.9 17.6 23.2165 19.0 20.8 26.7 10.6 13.1 16.1 19.0 25.2180 20.0 22.2 26.7 33.3 11.4 14.1 17.3 20.5 27.1 34.4190 23.1 27.4 33.3 11.9 14.8 18.1 21.4 28.3 36.0200 24.0 28.4 34.4 12.5 15.4 18.9 22.3 29.5 37.5210 29.4 35.4 12.8 16.1 19.7 23.3 30.8 39.1230 31.5 37.5 17.6 21.2 25.1 33.2 42.2250 33.6 39.7 18.6 22.8 26.9 35.6 45.2270 42.0 19.6 24.3 28.7 37.9 48.2315 47.0 27.8 32.6 43.1 54.8335 29.0 34.6 45.4 57.7400 39.8 52.6 66.9450 43.9 58.1 73.8505 48.1 63.9 81.2540 67.2 85.9605 93.9



50 15.855 16.260 16.6 20.870 17.4 21.7 26.780 18.2 22.6 27.7 32.190 19.0 23.4 28.8 33.1100 19.8 24.3 29.5 34.1 44.8110 20.6 25.2 30.5 35.1 45.9120 21.3 26.0 31.4 36.1 47.0130 21.3 26.7 32.4 37.1 48.2 63.2140 21.3 26.7 33.3 38.1 48.3 64.5150 21.3 26.7 34.3 39.1 50.4 65.7165 26.7 35.7 40.6 52.1 67.6180 26.7 37.1 42.1 53.8 69.5195 38.5 43.6 55.4 71.4210 39.9 45.1 57.1 73.3225 46.6 58.8 75.1240 48.1 60.5 77.0270 63.8 80.8300 67.2 84.5320 87.0340 89.5375 93.9




Figures in brackets are for Stud & Nut version

M6 M8 M10 M12 M16 M20



Nut A/F mm 10.0 10.0 13.0 17.0 24.0 30.0

Washer Diameter mm 16.0 20.0 24.5 30.0 40.0 50.0

C/S Socket A/F mm 4 5 6 8

M6 M8 M10 M12 M16 M20

Tension kN 10.7 19.3 30.7 44.7 84.0 130.7

Shear kN 14.2 (12.8) 23.9 (19.6) 38.5 (29.0) 58.2 (50.5) 100.8 (73.0) 120.0 (97.6)


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55



SpecificationHeavy Duty Anchors SS A4-316

24

1 2 3 4

Features

1 Through Fixing


3 Heavy Duty applications

4 A4-316 Stainless Steel

Product Information

The Heavy Duty Anchor is a torque

controlled expansion anchor designed

for rapid through fixing into concrete

Manufactured from A4-316 Stainless

Steel it is suitable for use in marine

and corrosive environments.

Range Data

PartNumber

ThreadDiameter

mm

AnchorLength

mm

MaximumFixture

Thicknessmm

DrillHole

Diametermm

MinimumHoleDepthmm

EmbedmentDepth

mm



mm

TighteningTorque

Nm

SLB12/10SS8

82 1012 70 63 14 160 25

SLB12/25SS 97 25

SLB14/10SS10

96 1014 85 73 16 200 50

SLB14/25SS 111 25

SLB18/15SS

12

117 15

18 100 93 20 240 80SLB18/25SS 127 25

SLB18/40SS 142 40


Position fixture and drill correct diameterhole to minimum recommended depththrough fixture


Insert Heavy Duty anchor through fixtureinto drilled hole


Technical Helpline 020 8546 6545 Heavy Duty Anchors SS A4-316

25


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 25.6 22.2 13.7 14.2 9.8 10.2 165 160 150

10 26.4 31.6 17.6 20.3 12.6 14.5 195 190 175

12 36.0 55.5 24.0 35.6 17.2 25.4 240 215 255



Tensile Resistance Shear ResistanceM8 M10 M12 M8 M10 M12

110 10.6 11.2115 10.9 11.6120 11.2 12.0125 11.5 12.4130 11.8 13.6 12.8 15.8135 12.2 13.9 13.2 16.6140 12.5 14.2 13.6 17.1145 12.8 14.6 14.0 17.6150 13.2 14.9 14.2 18.1155 13.5 15.3 18.6160 13.7 15.6 19.3 19.1 24.3165 16.0 19.7 19.6 24.9170 16.4 20.1 20.1 25.6175 16.7 20.5 20.2 26.2180 17.1 20.9 26.8190 17.6 21.8 28.0200 22.6 29.3215 24.0 31.1225 32.3235 33.5245 34.7255 35.6


Tensile Resistance per Pair of AnchorsM8 M10 M12

80 20.485 20.890 21.295 21.6100 22.0 26.6110 22.8 27.5120 23.7 28.4 36.1130 24.5 29.4 37.1140 25.3 30.3 38.1150 26.2 31.2 39.1165 27.4 32.5 40.6170 33.0 41.1180 33.9 42.1195 35.2 43.6210 45.1220 46.1230 47.1240 48.1




M8 M10 M12

Tensile Strength N/mm² 700 700 700

Yield Strength N/mm² 450 450 450

Nut A/F mm 13.0 17.0 19.0

Washer Diameter mm 20.0 24.5 30.0

M8 M10 M12

Tension kN 13.7 21.7 31.5

Shear kN 14.2 20.2 35.6


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55



SpecificationSpin In Capsules

26

Features

1 Expansion free

2 High Loads

3 Close Spacing and Edge Distance

4 Suitable for making fixings underwater

(for more details contact the

Technical Department)

Product Information

The Epoxy Acrylate, Spin In Capsules

are suitable for use in solid concrete and

some solid brickwork and natural stone

where an expansion free, high strength

fixing is required. They can be used in

wet and corrosive environments with a

suitable grade of threaded stud and also

give good resistance to vibrating loads.

Stud DataPart Number Thread

Diameter

mm

StudLength

mm

MaximumFixture

Thicknessmm

Drill HoleDiameter

mm

HoleDepth

mm



mm

TighteningTorque

NmZinc Plated

Hot DippedGalvanised

Stainless SteelA4/316

JSTUD08110 JSTUD08110G JSTUD08110SS A4 8 110 18 10 80 9 110 10






A2 studs also available but are not part of the Approval

Capsule Data

Part NumberTo Suit StudDiametermm

CapsuleDiametermm

CapsuleLengthmm

JCAPSM08 8 9 80

JCAPSM10 10 11 80

JCAPSM12 12 13 95

JCAPSM16 16 17 95

JCAPSM20 20 22 175

JCAPSM24 24 24 210

Setting Times

BaseMaterialTemp °C

Cure TimeDry Concrete

Cure TimeWet Concrete

-5 5 hrs 10 hrs

0 5 hrs 10 hrs

5 1 hr 2 hrs

10 1 hr 2 hrs

20 20 mins 40 mins

30 10 mins 20 mins

35 10 mins 20 mins




Insert Spin-In Capsule intodrilled hole with air gap incapsule nearest to surface

Attach setting tool to stud & spininto capsule with drilling machineusing rotary hammer action untilDepth Mark is reached

Allow resin to cure for appropriatetime. Attach fixture and tightenanchor to Recommended Torque

1 2 3 4 5

Technical Helpline 020 8546 6545 Spin In Capsules

27





M8 M10 M12 M16 M20 M24

Nominal Tensile

Strength

N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G

Stainless Steel700 700 700 700 700 700

Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G

Stainless Steel450 450 450 450 450 450

Nut A/F

Washer Diameter

mm 13 17 19 24 30 36

mm 16 21 24 30 37 44

M8 M10 M12 M16 M20 M24

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8

Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 91.9 132.0

ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8



Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Approved LoadkN

Spacingmm

Edge Distancemm


8 20.0 9.0 11.1 7.2 7.9 5.1 160 80 90

10 30.0 14.0 16.7 11.2 11.9 8.0 180 90 125

12 40.0 21.0 22.2 16.8 15.9 12.0 220 110 160

16 50.0 39.0 27.8 31.2 19.8 22.3 250 125 270

20 75.0 61.0 41.7 48.8 29.8 34.9 340 170 300

24 90.0 88.0 50.0 70.4 35.7 50.3 420 210 360


Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs



40 7.245 7.7 10.950 8.2 11.5 4.055 8.7 12.2 14.4 4.460 9.2 12.8 15.1 4.865 9.6 13.5 15.8 18.5 5.2 5.870 10.1 14.1 16.5 19.2 5.6 6.380 11.1 15.4 18.0 20.8 6.4 7.2 8.490 16.7 19.4 22.4 28.0 7.2 8.1 9.5100 20.8 23.9 29.7 9.0 10.5110 22.2 25.5 31.4 33.3 9.9 11.6125 27.8 34.0 35.8 11.2 13.1 14.4150 38.3 40.0 15.8 17.3 24.4160 40.0 41.7 16.8 18.5 26.0170 41.7 43.3 19.6 27.7190 46.7 22.0 30.9 37.2210 50.0 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4



40 13.945 14.2 20.950 14.6 21.355 14.9 21.8 27.860 15.3 22.3 28.365 15.6 22.7 28.8 35.070 16.0 23.2 29.3 35.680 16.7 24.1 30.3 36.790 17.3 25.1 31.3 37.8 52.7100 18.0 26.0 32.3 38.9 54.0110 18.7 26.9 33.3 40.0 55.2120 19.4 27.8 34.3 41.1 56.4 64.3160 22.2 31.5 38.3 45.6 61.3 69.0180 33.4 40.4 47.8 63.8 71.4200 42.4 50.0 66.2 73.8220 44.4 52.3 68.7 76.2235 53.9 70.5 78.0250 55.6 72.4 79.8300 78.5 85.7340 83.4 90.5380 95.2420 100.0


SpecificationHammer In Capsules

28

Features

1 Expansion free

2 High Loads

3 Increased embedment depth

4 Rapid installation

Product Information

The Epoxy Acrylate, Hammer In

Capsules are suitable for use in solid

concrete and some natural stone.

They can be used with reinforcing

bar or threaded rods and can achieve

high loads by using 2 capsules at

double embedment depth.

Capsule Data

Part NumberCapsuleDiametermm

CapsuleLengthmm

Rebar Threaded Studs

NominalDiametermm

DrillDiametermm

Hole Depth NominalDiametermm

DrillDiametermm

Hole Depth

SingleDoublemm

Singlemm

Doublemm

JCAPHM08 9 80 8 10 80 160 8 10 80 160

JCAPHM10 11 80 10 13 100 200 10 12 100 200

JCAPHM12 13 95 12 15 120 240 12 14 120 240

JCAPHM16 17 95 16 20 160 320 16 18 125 250

JCAPHM20 22 175 20 25 200 400 20 25 200 400

JCAPHM24 24 210 25 30 250 500 24 28 240 480

JCAPHM30 33 265 32 38 320 640 30 35 300 600

For Rebar Design reference should be made to Eurocode 2


Setting Times


Cure TimeDry Concrete

mins

Cure TimeWet Concrete

mins

>20 60 120

10-20 120 240

0-10 300 600

-05.0 600



Insert capsule or capsulesinto drilled hole with arrow

Hammer in Rebar or threadedrod. (Take care not to damageend of thread on threaded rod)

Allow to cure for appropriatetime attach fixture or otherrebar

1 2 3 4 5

Technical Helpline 020 8546 6545 Hammer In Capsules

29




M8 M10 M12 M16 M20 M24 M30

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 187.0 Grade 5.8

Rebar Fe500kN 13.3 21.0 41.0 72.6 114.0 128.0 203.8

ShearkN 7.1 11.2 16.8 31.2 48.8 70.4 112.2 Grade 5.8

Rebar Fe500kN 6.6 10.5 20.5 36.3 57.0 64.1 101.9


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55

Grade 50 Rebar x 1 Capsule (C20/25 Concrete)

Bar Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 20.0 9.9 9.8 6.6 7.0 4.7 110 65 90

10 28.5 15.7 11.3 10.5 8.1 7.5 180 90 125

12 47.5 30.7 18.8 20.5 13.4 14.6 240 120 160

16 84.4 54.5 33.5 36.3 23.9 25.9 360 180 270

20 131.8 85.5 52.3 57.0 37.4 40.7 400 200 300

25 155.1 96.1 61.6 64.1 44.0 45.8 420 210 360

32 258.6 152.8 102.6 101.9 73.3 72.8 560 280 420

Grade 50 Rebar x 2 Capsule (C20/25 Concrete)

Bar Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 20.0 9.9 13.3 6.6 9.5 4.7 50 65 90

10 31.6 15.7 21.0 10.5 15.0 7.5 310 165 125

12 61.6 30.7 37.7 20.5 26.9 14.6 480 240 160

16 109.0 54.5 67.0 36.3 47.9 25.9 660 330 270

20 171.1 85.5 104.7 57.0 74.8 40.7 800 400 300

25 192.4 96.1 123.1 64.1 87.9 45.8 900 450 360

32 305.7 152.8 203.8 101.9 145.6 72.8 1150 580 420

Grade 5.8 Studs x 1 Capsule (C20/25 Concrete)

Bar Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 18.5 9.0 9.8 7.2 7.0 5.1 160 80 90

10 28.5 14.0 11.3 11.2 8.1 8.0 180 90 125

12 47.5 21.0 18.8 16.8 13.4 12.0 240 120 160

16 84.4 39.0 33.5 31.2 23.9 22.3 320 160 270

20 131.8 61.0 52.3 48.8 37.4 34.9 400 200 300

24 155.1 88.0 61.6 70.4 44.0 50.3 420 210 360

30 258.6 140.2 102.6 112.2 73.3 51.3 560 260 420

Grade 5.8 Studs x 2 Capsule (C20/25 Concrete)

Bar Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 18.5 9.0 12.2 7.2 8.7 5.1 40 50 90

10 29.0 14.0 19.3 11.2 13.8 8.0 260 150 125

12 56.5 21.0 37.7 16.8 26.9 12.0 480 240 160

16 100.0 39.0 66.6 31.2 47.6 22.3 660 330 270

20 157.0 61.0 104.7 48.8 74.8 34.9 800 400 300

24 176.5 88.0 117.7 70.4 84.1 50.3 810 405 360

30 280.5 140.2 187.0 112.2 133.6 51.3 930 500 420


Concrete strength class C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

Characteristic bond resistance for good bondconditions (EC2) fc (N/mm²)

1.8 2.1 2.4 2.7 3.0 3.3 3.6

Factor for concrete strength class cc = 0.06 x π x ft x s²/s

s = 1.15 safety coefficients = 1.5 high adherence bar coefficient*

0.664 0.774 0.885 0.996 1.106 1.217 1.328

Performance Data for Rebar into Concrete (According to Eurocode 2)Bar Diameter ds

mmHole Diameter do

mmPermissible Load Fs in C20/25 Concrete • High Adherance 500N/mm² steel rebar

Embedment Depth Tension Loads 10ds (mm) (kN) 20ds (mm) (kN) 30ds (mm) (kN) 40ds (mm) (kN) Maximum (mm) (kN)

8 10lv 80 160 240 320 329

Fs (20/25) 5.3 10.6 15.9 21.2 21.8

10 12lv 100 200 300 400 429

Fs (20/25) 7.9 15.9 32.8 31.7 34.1

12 14lv 120 240 360 Not allowed 463

Fs (20/25) 12.7 25.5 38.2 Not allowed 49.1

14 18lv 140 280 420 560 560

Fs (20/25) 16.7 33.4 50.1 66.9 66.9

16 20lv 160 320 480 640 659

Fs (20/25) 21.2 42.4 63.7 84.9 87.4

20 25lv 200 400 600 800 823

Fs (20/25) 33.1 66.3 99.5 132.7 136.5

Method of calcution: Fs (kN) = do x lv x c/100 • do and lv in mm, Spacing min10ds, Edge Distance min 5ds

SpecificationVinylester (Highload) Resin

30

Features

1 Expansion free

2 High Loads


4 Suitable for use with potable

(drinking) water

Product Information

The Vinylester 2 Part Injection Resin is

suitable for use in solid concrete, solid

brickwork and natural stone as well

as hollow base material using suitable

sleeves. It can be used for installing

studs, rebar and Internal Threaded

Sockets in both wet and dry conditions.

It is also approved for use in contact

with potable (drinking) water.

Stud DataThreadDiameter

mm

Drill HoleDiameter

mm

HoleDepth

mm

MaximumFixture

Thicknessmm


mm


mm

TighteningTorque

mm8 10 80 9 10 110 10

10 12 90 11 12 120 20

12 14 110 13 14 140 40

16 18 125 17 18 160 80

20 25 170 22 22 220 120

24 28 210 26 26 260 150

Setting Times


GelTimeMins

LoadTimeMins

0 45 180

5 25 120

10 15 90

15 10 60

20 8 45

25 5 30

JFV380SF


*For smooth bar use s = 1.0


Clean hole by brushing, blowingto remove drilling debris & dust

Attach nozzle followinginstructions on tube

Insert stud rotating by hand Allow to cure. Attach fixturetighten to Recommended Torque

1 2 3 4 5

Technical Helpline 020 8546 6545 Vinylester (Highload) Resin

31





M8 M10 M12 M16 M20 M24

Nominal Tensile

Strength


Stainless Steel Grade 70700 700 700 700 700 700



Nut A/F

Washer Diameter

mm 13 17 19 24 30 36

mm 16 21 24 30 37 44

M8 M10 M12 M16 M20 M24

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8


ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8



Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Approved LoadkN

Spacingmm

Edge Distancemm


8 19.2 9.0 12.8 7.2 9.1 5.1 160 80 90

10 30.0 14.0 20.0 11.2 14.3 8.0 180 90 125

12 40.0 21.0 26.7 16.8 19.0 12.0 220 110 160

16 60.0 39.0 40.0 31.2 28.6 22.3 250 125 270

20 102.2 61.0 56.8 48.8 40.6 34.9 340 170 300

24 151.5 88.0 84.2 70.4 60.1 50.3 420 210 360


Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs *M8, M20 & M24 Studs are not part of ETA



40 8.345 8.9 13.050 9.4 13.8 4.055 10.0 14.6 17.4 4.460 10.6 15.3 18.2 4.865 11.1 16.1 19.1 27.1 5.2 5.870 11.7 16.9 19.9 29.2 5.6 6.380 12.8 18.4 21.6 31.4 6.4 7.2 8.490 20.0 23.3 33.5 38.1 7.2 8.1 9.5100 25.0 35.7 40.4 9.0 10.5110 26.7 38.9 42.8 56.1 9.9 11.6125 40.0 46.3 60.3 11.2 13.1 14.4130 47.4 61.7 13.7 15.0150 52.1 67.4 15.8 17.3 24.4160 54.5 70.2 16.8 18.5 26.0170 56.8 73.0 19.6 27.7190 78.6 22.0 30.9 37.2210 84.2 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4



40 16.045 16.4 25.050 16.8 25.655 17.2 26.1 33.460 17.6 26.7 34.065 18.0 27.2 34.6 50.470 18.4 27.8 35.2 51.280 19.2 28.9 36.4 52.890 20.0 30.0 37.6 54.4 71.8100 20.8 31.1 38.8 56.0 73.5110 21.6 32.2 40.1 57.6 75.2120 22.4 33.3 41.3 59.2 76.8 108.3140 24.0 35.6 43.7 62.4 80.2 112.3160 25.6 37.8 46.1 65.6 83.5 116.3180 40.0 48.5 68.8 86.9 120.3200 51.0 72.0 90.2 124.3220 53.4 75.2 93.6 128.3235 77.6 96.1 131.3250 80.0 98.6 134.3300 106.9 144.3340 113.6 152.4380 160.4420 168.4


SpecificationEpoxy Acrylate Resin

32


Maintain Spacing as per Concrete Loads but only 1 fixing per brick

is recommended


Due to the variable nature of Brickwork and Blockwork these figures

are for guidance only. For critical applications a site test is recommended

Features

1 Expansion free

2 High Loads


4 Suitable for use in wet and dry conditions

Product Information

The Vinylester 2 Part Injection Resin is

suitable for use in solid concrete, solid

brickwork and natural stone as well as

hollow base material using suitable


studs, rebar and Internal Threaded

Sockets in both wet and dry conditions.

Installation Data Setting Times


GelTimeMins

LoadTimeMins

0 25 90

5 14 70

10 11 50

15 7 35

20 6 32

25 3 30

ThreadDiameter

mm

Drill HoleDiameter

mm

HoleDepth

mm

MaximumFixture

Thicknessmm


mm


mm

TighteningTorque

mm

8 10 80 9 10 100 7

10 12 90 11 12 120 11

12 14 110 13 14 140 25

16 18 125 17 18 160 50

20 25 170 22 22 220 115

24 28 210 26 26 260 140

Resin Fixing per Cartridge

Thread Diameter

mm

Hole Diameter

mm

Hole Depth

mm

380

mm

8 10 80 110

10 12 90 60

12 14 110 40

16 18 125 20

20 25 170 9

24 28 210 5

JFEA380SF

Recommended Loads for Brick and Block

ThreadDiameter

mm

Brick Block

20 N/mm² Solid Brick 7 N/mm² Solid Block

Rec LoadkN

Rec TorqueNm

Rec LoadkN

Rec TorqueNm

8 1.5 4 0.9 3

10 3.0 7 1.4 6

12 4.2 11 2.5 10

16 5.1 25 4.0 23

Installation Instructions Solid Materials


Clean hole by brushing andblowing to remove drillingdebris and dust

Attach nozzle followinginstructions on tube

Insert stud rotating by hand toensure an even distribution ofthe resin

Allow to cure. Attach fixtureand tighten to RecommendedTorque

1 2 3 4 5

Technical Helpline 020 8546 6545 Epoxy Acrylate Resin

33


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 22.2 9.0 10.2 7.2 7.3 5.1 100 80 90

10 36.6 14.0 18.1 11.2 13.0 8.0 130 90 125

12 50.5 21.0 24.7 16.8 17.7 12.0 150 110 160

16 79.0 39.0 38.8 31.2 27.8 22.3 170 130 270

20 101.3 61.0 49.7 48.8 35.5 34.9 210 150 300

24 136.6 88.0 64.3 70.4 46.0 50.3 240 190 360






Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55

M8 M10 M12 M16 M20 M24

Nominal Tensile

Strength





Nut A/F

Washer Diameter

mm 13 17 19 24 30 36

mm 16 21 24 30 37 44

M8 M10 M12 M16 M20 M24

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8


ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8



Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs *M8, M20 & M24 Studs are not part of ETA



40 14.345 14.8 24.450 15.3 25.155 15.8 25.8 33.860 16.3 26.5 34.665 16.8 27.2 35.4 53.670 17.3 27.8 36.2 54.880 18.4 29.2 37.9 57.190 19.4 30.6 39.5 59.3 71.0100 20.4 32.0 41.2 61.6 73.4110 33.4 42.8 63.9 75.7120 34.8 44.5 66.2 78.1 96.5130 36.2 46.1 68.5 80.5 99.1140 47.8 70.8 82.8 101.8150 49.4 73.0 85.2 104.5160 75.3 87.6 107.2170 77.6 89.9 109.8180 92.3 112.5190 94.7 115.2210 99.4 120.6220 123.2230 125.9240 128.6




40 6.645 7.1 11.850 7.5 12.5 4.055 8.0 13.2 16.1 4.460 8.4 13.9 16.8 4.865 8.9 14.6 17.6 25.2 5.2 5.870 9.3 15.3 18.4 26.3 33.3 5.6 6.380 10.2 16.7 20.0 28.4 35.4 6.4 7.2 8.490 18.1 21.6 30.4 37.4 40.6 7.2 8.1 9.5100 23.1 32.5 40.5 43.0 9.0 10.5110 24.7 34.6 41.5 45.3 9.9 11.6125 37.8 45.6 48.9 11.2 13.1 14.4130 38.8 47.7 50.1 13.7 15.0150 49.7 54.8 15.8 17.3 24.4160 57.2 16.8 18.5 26.0170 59.6 19.6 27.7190 64.3 22.0 30.9 37.2210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4

SpecificationPolyester Resin (Styrene Free)

34

Features

1 Expansion free

2 Easy to dispense


4 Styrene free

Resin Fixing per CartridgeThread Diameter

mm

Hole Diameter

mm

Hole Depth

mm

360

mm

300

mm

150

mm

M8 10 80 110 68 30

M10 12 90 60 45 20

M12 14 110 40 26 12

M16 18 125 20 18 8

M20 25 170 9 9 4

M24 28 210 5 4 2

Product Information

The Polyester 2 Part Injection Resin is a

general purpose resin on styrene free

monomers. Suitable for solid brickwork,

natural stone and concrete as well as

hollow base materials using suitable


Studs, Rebar and Internal Threaded

Sockets in damp and dry conditions.


Maintain Spacing as per Concrete Loads

but only 1 fixing per brick is recommended






GelTimeMins

LoadTimeMins

-5 50 90

0 30 70

5 12 50

10 9 40

15 6 35

20 4 25

ThreadDiameter

mm

Drill HoleDiameter

mm

HoleDepth

mm

MaximumFixture

Thicknessmm



mm

TighteningTorque

mm

8 10 80 9 10 100 11

10 12 90 11 12 120 22

12 14 110 13 14 140 38

16 18 125 17 18 160 95

20 25 170 22 22 220 170

24 28 210 26 26 260 260


ThreadDiameter

mm

Brick Block


Rec LoadkN

Rec TorqueNm

Rec LoadkN

Rec TorqueNm

8 1.5 4 0.9 3

10 3.0 7 1.4 6

12 4.2 11 2.5 10

16 5.1 25 4.0 23

Drill hole of correct diameter andto correct depth. If holes formedusing diamond drill sides mustbe roughened using a rotarypercussion bit

Clean hole by brushing andblowing to remove drilling debrisand dust

Inject resin into hole afterensuring that the 2 parts aremixing correctley. Fill hole approx1/3 full, filling hole from thebottom towards the top

3a For Hollow Materials insert perforated sleeve first and inject resinto fill sleeve. Filling sleeve from the bottom towards the top

Insert stud rotating by hand toensure an even distribution ofthe resin around the hole

Allow the resin to cure forappropriate time. Attach fixtureand tighten anchor toRecommended Torque


Solid Materials

Hollow Materials

1 2 3 4 5

1 2 3a 4 5

JF150P

JF380PSF

JFEA300SF

Technical Helpline 020 8546 6545 Polyester Resin (Styrene Free)

35


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 20.2 9.0 8.1 7.2 5.8 5.1 100 80 90

10 28.5 14.0 11.4 11.2 8.1 8.0 130 90 125

12 40.5 21.0 16.2 16.8 11.6 12.0 150 110 160

16 69.2 39.0 27.7 31.2 19.8 22.3 170 130 270

20 89.9 61.0 40.7 48.8 29.1 34.9 210 150 300

24 112.6 88.0 46.3 70.4 33.1 50.3 240 190 360






Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55

M8 M10 M12 M16 M20 M24

Nominal Tensile

Strength


Stainless Steel700 700 700 700 700 700


Stainless Steel450 450 450 450 450 450

Nut A/F

Washer Diameter

mm 13 17 19 24 30 36

mm 16 21 24 30 37 44

M8 M10 M12 M16 M20 M24

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8


ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8




40 11.345 11.7 15.350 12.2 15.855 12.6 16.2 22.160 13.0 16.7 22.765 13.4 17.1 23.2 38.370 13.8 17.5 23.8 39.180 14.6 18.4 24.8 40.790 15.4 19.3 25.9 42.4 58.1100 16.2 20.2 27.0 44.0 60.1110 21.0 28.1 45.6 62.0120 21.9 29.2 47.3 64.0 69.5130 22.8 30.2 48.9 65.9 71.4140 31.3 50.5 67.8 73.3150 32.4 52.1 69.8 75.2160 53.8 71.7 77.2170 55.4 73.6 79.1190 77.5 83.0210 81.4 86.8230 90.7240 92.6




40 5.345 5.6 7.450 6.0 7.9 4.055 6.3 8.3 10.5 4.460 6.7 8.7 11.0 4.865 7.0 9.2 11.6 18.0 5.2 5.870 7.4 9.6 12.1 18.8 25.5 5.6 6.380 8.1 10.5 13.1 20.2 27.4 6.4 7.2 8.490 11.4 14.1 21.7 29.3 29.2 7.2 8.1 9.5100 15.2 23.2 31.2 30.9 9.0 10.5110 16.2 24.7 33.1 32.7 9.9 11.6125 27.0 36.0 35.2 11.2 13.1 14.4130 27.7 36.9 36.1 13.7 15.0150 40.7 39.5 15.8 17.3 24.4160 41.2 16.8 18.5 26.0170 42.9 19.6 27.7190 46.3 22.0 30.9 37.2200 23.1 32.5 39.1210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4

SpecificationPolyester Resin

36


Maintain Spacing as per Concrete Loads

but only 1 fixing per brick is recommended




Features

1 Expansion free

2 Easy to dispense


4 Minimum waste



GelTimeMins

LoadTimeMins

0 45 180

5 25 120

10 15 90

15 10 60

20 8 45

25 5 30

ThreadDiameter

mm

Drill HoleDiameter

mm

HoleDepth

mm

MaximumFixture

Thicknessmm



mm

TighteningTorque

mm

8 10 80 9 10 100 7

10 12 90 11 12 120 11

12 14 110 13 14 140 25

16 18 125 17 18 160 50

20 25 170 22 22 220 115

24 28 210 26 26 260 140

Resin Fixing per CartridgeThread Diameter

mm

Hole Diameter

mm

Hole Depth

mm

380

mm

8 10 80 110

10 12 90 60

12 14 110 40

16 18 125 20

20 25 170 9

24 28 210 5

JF380P


ThreadDiameter

mm

Brick Block


Rec LoadkN

Rec TorqueNm

Rec LoadkN

Rec TorqueNm

8 1.5 4 0.9 3

10 3.0 7 1.4 6

12 4.2 11 2.5 10

16 5.1 25 4.0 23

Drill hole of correct diameter andto correct depth. If holes formedusing diamond drill sides mustbe roughened using a rotarypercussion bit

Clean hole by brushing andblowing to remove drilling debrisand dust

Inject resin into hole afterensuring that the 2 parts aremixing correctly. Fill hole approx1/3 full, filling hole from thebottom towards the top

3a For Hollow Materials insert perforated sleeve first and inject resinto fill sleeve. Filling sleeve from the bottom towards the top

Insert stud rotating by hand toensure an even distribution ofthe resin around the hole



Solid Materials

Hollow Materials

Product Information

The Polyester 2 Part Injection Resin is a

general purpose resin suitable for solid

brickwork and natural stone as well as

hollow base materials using suitable

sleeves. Polyester resin can also be

used in Concrete but more suitable J-Fix

Resins are available. It can be used for

installing Studs, Rebar and Internal

Threaded Sockets in dry conditions.

1 2 3 4 5

1 2 3a 4 5

Technical Helpline 020 8546 6545 Polyester Resin

37


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 14.5 9.0 6.9 7.2 4.9 5.1 100 80 90

10 22.1 14.0 10.5 11.2 7.5 8.0 130 90 125

12 31.7 21.0 15.1 16.8 10.8 12.0 150 110 160

16 36.1 39.0 17.2 31.2 12.3 22.3 170 130 270

20 58.4 61.0 27.8 48.8 19.9 34.9 210 150 300

24 80.6 88.0 38.4 70.4 27.4 50.3 240 190 360






Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55

M8 M10 M12 M16 M20 M24

Nominal Tensile

Strength


Stainless Steel700 700 700 700 700 700


Stainless Steel450 450 450 450 450 450

Nut A/F

Washer Diameter

mm 13 17 19 24 30 36

mm 16 21 24 30 37 44

M8 M10 M12 M16 M20 M24

TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8


ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8




40 9.745 10.0 14.150 10.4 14.555 10.7 14.9 20.660 11.0 15.3 21.165 11.4 15.8 21.6 23.870 11.7 16.2 22.1 24.380 12.4 17.0 23.2 25.390 13.1 17.8 24.2 26.3 39.7100 13.8 18.6 25.2 27.3 41.0110 19.4 26.2 28.3 42.4120 20.2 27.2 29.3 43.7 54.6130 21.0 28.2 30.4 45.0 56.1140 29.2 31.4 46.3 57.6150 30.2 32.4 47.7 59.2160 33.4 49.0 60.7170 34.4 50.3 62.2190 53.0 65.2210 55.6 68.3230 71.3240 72.8




40 4.545 4.8 6.850 5.1 7.2 4.055 5.4 7.6 9.8 4.460 5.7 8.1 10.3 4.865 6.0 8.5 10.8 11.2 5.2 5.870 6.3 8.9 11.3 11.6 17.4 5.6 6.380 6.9 9.7 12.2 12.6 18.7 6.4 7.2 8.490 10.5 13.2 13.5 20.0 24.3 7.2 8.1 9.5100 14.1 14.4 21.3 25.7 9.0 10.5110 15.1 15.3 22.6 27.1 9.9 11.6125 16.7 24.6 29.2 11.2 13.1 14.4130 17.2 25.2 29.9 13.7 15.0150 27.8 32.7 15.8 17.3 24.4160 34.2 16.8 18.5 26.0170 35.6 19.6 27.7190 38.4 22.0 30.9 37.2200 23.1 32.5 39.1210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4

SpecificationInternal Threaded Sockets

38

Features

1 Expansion free

2 High Loads


4 Allows removal of bolt to leave a

re-usable socket in place

Product Information

The Internal threaded Sockets provide

a flush fixing which allows for the

attachment of a suitable bolt or

threaded rod. Available in zinc plated

and A2/304 stainless steel versions.

Socket Data

Data is for Spin In Capsules and Vinylester (Highload) Resin

Part Number ThreadDiameter

mm

SocketLength

mm

InternalThreadLengthmm

Drill HoleDiameter

mm

HoleDepth

mm



mm

TighteningTorque

NmZinc Plated

Stainless SteelA2/304

Use withCapsule

ITSM08BZP ITSM08SS JCAPSM12 8 90 30 14 90 10 110 7



ITSM016ZP ITSM16SS JCAPSM16 16 125 40 28 125 18 160 50

For Injection Resin inject correct amount of resin into hole and insertsocket rotating the socket by hand to ensure even distribution of resin

For Injection Resin installation it is advisable to insert a bolt intothe socket prior to installation to prevent resin entering the internalthreads of the socket

For appropriate cure timessee instructions on relevantresin products


Cure Times

Drill hole of correct diameterand correct depth

Clean hole by brushing andblowing to remove drillingdebris and dust

Insert Spin-In Capsule intodrilled hole with air gap incapsule nearest to surface

Attach setting tool to socketand spin in with drillingmachine using rotary hammeraction until flush with surface


1 2 3 4 5

Technical Helpline 020 8546 6545 Internal Threaded Sockets

39





M8 M10 M12 M16

Nominal Tensile

Strength

N/mm² 500 500 500 500 Zinc plated

Stainless Steel700 700 700 700

Yield StrengthN/mm² 400 400 400 400 Zinc plated

Stainless Steel450 450 450 450

Nut A/F

Washer Diameter

mm 13 17 19 24

mm 16 21 24 30

M8 M10 M12 M16

TensionkN 12.0 19.3 28.0 52.0 Grade 5.8

Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8

ShearkN 7.1 11.2 16.8 31.2 Grade 5.8

Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2


Cylinder N/mm² 20 25 30 40 45 50

Cube N/mm² 25 30 37 50 55 60

Factor 1.00 1.10 1.22 1.41 1.48 1.55


Thread Diametermm


Design ResistancekN

Recommended LoadkN

Spacingmm

Edge Distancemm


8 35.6 9.0 12.2 7.2 8.7 5.7 135 80 90

10 42.7 14.0 16.9 11.2 12.1 8.5 180 90 125

12 52.2 21.0 20.7 16.8 14.8 11.3 200 100 160

16 92.3 39.0 36.6 31.2 26.1 14.2 250 125 270


Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs


Tensile Resistance per Pair of AnchorsM8 M10 M12 M16

70 18.580 19.490 20.3100 21.2 26.3110 22.1 27.2120 23.0 28.2 33.1135 24.4 29.6 34.7150 31.0 36.2 58.6160 31.9 37.3 60.0170 32.9 38.3 61.5180 33.8 39.3 63.0190 40.4 64.4200 41.4 65.9210 67.3220 68.8230 70.3240 71.7250 73.2


Edge Distance (C20/25 Concrete) for single anchors

Edgemm

Tensile Resistance Shear ResistanceM8 M10 M12 M16 M8 M10 M12 M16

45 8.5 3.650 9.0 11.6 4.055 9.5 12.3 14.2 4.460 10.1 13.0 14.9 4.865 10.6 13.6 15.6 5.2 5.870 11.1 14.3 16.4 24.3 5.6 6.380 12.2 15.6 17.8 25.3 6.4 7.2 8.490 16.9 19.3 27.4 7.2 8.1 9.5100 20.7 29.4 9.0 10.5110 31.5 9.9 11.6120 33.5 10.8 12.6125 36.6 11.2 13.1140 14.7 16.2160 16.8 18.5180 20.8200 23.1220 25.4250 28.9270 31.2

4628 jcp tecnical manual 2008 - bapp · throughboltb.z.p. specification 2 features 1 throughfixing...

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