epoxy resin - jcp fixingsjcpfixings.co.uk/media/pdfs/technical_data_sheets/epoxy_resin.pdf · epoxy...

Product Information

The Epoxy 2 Part injection resin is suitable for use in solid concrete, solid brickwork and natural stone. It can be used for installing threaded studs, rebar or internal threaded sockets.

Features

Expansion free High loads Close Spacing and Edge Distance Can be used in dry, wet and flooded holes

Specification

Range Data

Epoxy Resin

of 6 Version 4

JF375E

Grade 8.8 Chisel End Studs Zinc plated & yellow passivated min 5µm

Part Number Thread Diam

Stud Length

Maximum Fixture

Thickness

Drill Hole

Diam.

Hole Depth

Embedment Depth

Fixture Clearance

Hole

Tightening Torque

Stainless Steel Zinc Plated mm mm mm mm mm mm Nm

JSTUD08110SSA4 JSTUD08110HT M8 110 18 10 85 80

JSTUD10130SSA4 JSTUD10130HT M10 130 25 12 95 90 12 20





JSTUD30380HT M30 380 55 35 280 280 32 300

JMN150E

WRAS Listing Number 1506530

Cartridge Temperature

°C

Base Material Temperature

°C

Useable time Twork

(mins)

Load Time Tload

(hrs)

Minimum +10°C+5°C 300

24+5°C to +10°C 150

+10°C to +15°C +10°C to +15°C 40 18

+15°C to +20°C +15°C to +20°C 25 12

+20°C to +25°C +20°C to +25°C 18 8

+25°C to +30°C +25°C to +30°C 12 6

+30°C to +35°C +30°C to +35°C 8 4

+35°C to +40°C +35°C to +40°C 6 2

Ensure Cartridge Temperature is ˃ 10°C

Note:- Twork is the highest temperature in the range. Tload is the lowest temperature in the range

Suitable for use in cracked and non-cracked concrete

For non standard embedment depths use threaded rod minimum grade 8.8 or A4-316 grade 70 Stainless Steel.

JF300E

Stainless Steel Grade A4-70 Chisel End Studs

For all embedment depths:- hole depth = embedment depth + 5mm

ETA 17/0011

Technical Helpline 020 8943 1800

Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Uncracked Concrete)

Thread Diam

Characteristic Resistance

Design Resistance

ApprovedResistance

DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm

Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear

8 21.0 15.0 14.0 11.9 10.0 8.5 190 105 125

10 23.4 23.0 15.6 18.3 11.1 13.0 240 120 200

12 29.5 34.0 19.7 27.1 14.0 19.3 280 140 295

16 36.1 72.7 24.0 48.1 17.1 34.5 305 155 485

20 43.1 86.2 28.7 57.4 20.5 41.0 360 180 530

24 47.5 95.0 31.6 63.3 21.8 45.2 380 190 545

30 66.3 132.7 44.2 88.5 31.5 63.2 480 240 660

Minimum Embedment M8=60mm, M10=60 M12=70mm, M16=80mm, M20=90mm, M24=96mm, M30=120mm


Thread Diam


Design Resistance Approved Resistance

DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 28.1 15.0 18.7 11.9 13.3 8.5 220 115 115

10 36.7 23.0 24.5 18.3 17.5 13.0 270 150 170

12 53.9 34.0 35.9 27.1 25.6 19.3 380 200 230

16 70.5 63.0 47.0 50.3 33.5 35.9 485 245 400

20 111.9 98.0 74.6 78.3 53.2 55.9 680 340 530

24 153.6 141.0 102.4 112.7 73.1 80.5 830 415 675

30 236.6 224.0 157.7 179.1 112.6 127.9 1120 560 915

Standard Embedment M8=80mm, M10=90mm, M12=110mm, M16=125mm, M20=170mm, M24=210mm, M30=280mm

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

Epoxy Resin

of 6 Version 4


Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 29.0 15.0 19.3 11.9 13.7 8.5 205 110 110

10 46.0 23.0 30.6 18.3 21.8 13.0 250 150 145

12 67.0 34.0 44.6 27.1 31.8 19.3 340 210 195

16 126.0 63.0 83.9 50.3 59.9 35.9 525 320 285

20 196.0 98.0 130.6 78.3 93.2 55.9 885 470 400

24 282.0 141.0 187.9 112.7 134.2 80.5 1050 585 485

30 449.0 224.0 299.3 179.1 213.7 127.9 970 680 570

Deep Embedment M8=85mm, M10=115mm, M12=140mm, M16=210mm, M20=260mm, M24=340mm, M30=530mm

M8, M10 & M12 = Embedment Depth + 30mm ≥100mm. M16, M20, M24 & M30 = Embedment Depth + 2 x Drill Hole DiameterMinimum Base Material Thickness

(Limited by grade 8.8 steel strength)


Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Cracked Concrete)

Thread Diam


Design Resistance

ApprovedResistance

DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 12.0 15.0 8.0 11.9 5.7 8.5 180 90 185

10 15.0 23.0 10.0 18.3 7.1 13.0 180 90 290

12 19.7 34.0 13.1 27.1 9.3 19.3 210 105 430

16 25.7 51.5 17.1 34.3 12.2 24.5 240 120 485

20 30.7 61.4 20.4 40.9 14.5 29.2 270 135 535

24 33.8 67.7 22.5 45.1 16.0 32.2 290 145 550

30 47.3 94.6 31.5 63.0 22.5 45.0 360 180 665



Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 16.0 15.0 10.7 11.9 7.6 8.5 220 110 170

10 22.6 23.0 15.0 18.3 10.7 13.0 265 135 250

12 31.1 34.0 20.7 27.1 14.7 19.3 315 160 340

16 47.1 63.0 31.4 50.3 22.4 35.9 375 190 590

20 74.7 98.0 49.8 78.3 35.5 55.9 505 255 785

24 109.5 141.0 73.0 112.7 52.1 80.5 635 320 1010

30 131.9 224.0 87.9 179.1 62.7 127.9 660 330 1370



Epoxy Resin

of 6 Version 4


Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 29.0 15.0 19.3 11.9 13.7 8.5 215 110 120

10 46.0 23.0 30.6 18.3 21.8 13.0 255 130 160

12 67.0 34.0 44.6 27.1 31.8 19.3 305 160 200

16 120.6 63.0 80.4 50.3 60.0 35.9 405 205 320

20 175.9 98.0 117.2 78.3 83.7 55.9 510 275 440

24 253.3 141.0 168.8 112.7 120.5 80.5 585 395 570

30 282.7 224.0 188.4 179.1 134.5 127.9 660 330 800

Deep Embedment *M8=145mm, * M10=185mm, M12=240mm, M16=320mm, M20=400mm, M24=480mm, M30=600mm


(* Limited by grade 8.8 steel strength)


Grade A4-70 Stainless SteelStuds Performance Data (C20/25 Uncracked Concrete)

Thread Diam


Design Resistance

ApprovedResistance

DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 26.0 13.0 13.9 8.3 9.9 5.9 190 105 85

10 23.4 20.0 15.6 12.8 11.1 9.1 240 120 135

12 29.5 30.0 19.7 19.2 14.0 13.7 280 140 200

16 36.1 55.0 24.0 35.2 17.1 25.1 305 150 340

20 43.1 86.0 28.7 55.1 20.5 39.3 360 180 510

24 47.5 93.1 31.6 62.0 22.5 44.2 380 190 530

30 66.3 132.7 44.2 88.5 31.5 63.2 480 240 660


Grade A4-70 Stainless SteelStuds Performance Data (C20/25 Uncracked Concrete)

Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 26.0 13.0 13.9 8.3 9.9 5.9 100 75 75

10 41.0 20.0 21.9 12.8 15.6 9.1 210 125 110

12 59.0 30.0 31.5 19.2 22.5 13.7 275 170 155

16 70.5 55.0 47.0 35.2 33.5 25.1 485 245 265

20 111.9 86.0 74.6 55.1 53.2 39.3 680 340 350

24 153.6 124.0 102.4 79.4 73.1 56.7 830 420 450

30 236.6 196.0 157.7 125.6 112.6 89.7 1120 560 600



Epoxy Resin

of 6 Version 4

Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Uncracked Concrete)

Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 26.0 13.0 13.9 8.3 9.9 5.9 100 75 75

10 41.0 20.0 21.9 12.8 15.6 9.1 210 125 110

12 59.0 30.0 31.5 19.2 22.5 13.7 275 170 155

16 110.0 55.0 58.2 35.2 41.5 25.1 555 285 240

20 172.0 86.0 91.9 55.1 65.6 39.3 740 385 315

24 247.0 124.0 132.0 79.4 56.7 56.7 975 495 395

30 393.0 196.0 210.1 125.6 150.0 89.7 1080 615 485



(Limited by grade 70 steel strength)


Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Cracked Concrete)

Thread Diam


Design Resistance

ApprovedResistance

DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 12.0 13.0 8.0 8.3 5.7 5.9 180 90 125

10 15.0 20.0 10.0 12.8 7.1 9.1 180 90 195

12 19.7 30.0 13.1 19.2 9.3 13.7 210 105 295

16 25.7 51.2 17.1 34.3 12.2 24.5 240 120 500

20 30.7 61.4 20.4 40.9 14.5 29.2 270 135 535

24 33.8 67.7 22.5 45.1 16.0 32.2 290 145 550

30 47.3 94.6 31.5 63.0 22.5 45.0 360 180 665



Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 16.0 13.0 10.7 8.3 7.6 5.9 220 110 115

10 22.6 20.0 15.0 12.8 10.7 9.1 265 135 165

12 31.1 30.0 20.7 19.2 14.7 13.7 315 160 230

16 47.1 55.0 31.4 35.2 22.4 25.1 375 190 395

20 74.7 86.0 49.8 55.1 33.5 39.3 505 255 530

24 109.5 124.0 73.0 79.4 52.1 56.7 635 320 675

30 131.9 196.0 87.9 125.6 62.7 89.7 660 330 905



Epoxy Resin

of 6 Version 4


Thread Diam



DesignSpacing

DesignEdge Distance

mm kN kN kN mm mm


8 26.0 13.0 13.9 8.3 9.9 5.9 215 110 95

10 41.0 20.0 21.9 12.8 15.6 9.1 245 130 130

12 59.0 30.0 31.5 19.2 22.5 13.7 305 155 170

16 110.0 55.0 58.8 35.2 42.0 25.1 405 205 260

20 172.0 86.0 91.9 55.1 65.6 39.3 510 275 340

24 247.0 124.0 132.0 79.4 94.2 56.7 585 375 440

30 282.7 196.0 188.4 125.6 134.5 89.7 660 330 510



(Limited by grade 70 steel strength)

Technical Helpline 020 8943 1800 Epoxy Resin

of 6 Version 4

Drill correct diameter hole

to correct depth

Clean hole Blow x 2, Brush x 2 Blow x 2 Brush x 2 Blow x 2

Insert stud into base material by hand using

a twisting motion

Allow resin to cure Attach fixture Tighten with

torque wrench to recommended

torque

Attach nozzle to cartridgeExtrude first part to waste

until an even colour is achieved

Fill hole 1/3 to 1/2 fullstarting from the bottom of

the hole

M8 M10 M12 M16 M20 M24 M30

Tensile kN19.3 30.6 44.6 83.9 130.6 187.9 299.3 Grade 8.8

13.9 21.9 31.5 58.2 91.9 132.0 210.1 Stainless Steel Grade A4-70

Shear kN11.9 18.3 27.1 48.1 78.3 112.7 179.1 Grade 8.8

8.3 12.8 19.2 35.2 55.1 79.4 125.6 Stainless Steel Grade A4-70

Steel Design Resistance for single anchor

Concrete strength C20/25 C30/37 C40/50 C50/60

Cylinder N/mm2 20 30 40 50

Cube N/mm2 25 37 50 60

FactorNon-cracked 1.0 1.04 1.07 1.09

Cracked 1.0 1.04 1.07 1.09

Influence of concrete strength

For variations in structure thickness, reduced spacing and edge calculations download the free Anchor Calculation Program from www.jcpfixings.co.uk

JCP Construction Products, Unit 14 Teddington Business Park, Station Rd, Teddington, Middlesex TW11 9BQTelephone 020 8943 1800 email:- [email protected] Web:- www.jcpfixings.co.uk

Installation Instructions

When using concrete factors ensure that loads do not exceed Steel Design Resistance

http://www.jcpfixings.co.uk

mailto:[email protected]

http://www.jcpfixings.co.uk

epoxy resin - jcp fixingsjcpfixings.co.uk/media/pdfs/technical_data_sheets/epoxy_resin.pdf · epoxy...

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