Injection Resin - VJ Technology · 2020. 12. 8. · iCalc DesignFIX ® 6 Technical Support ... Min base material thickness for typical embedment h min 110 120 140 170 170 220 270

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Injection Resin Technical Guide

European Technical Approval

2 Technical Support: 01233 652520 Web: www.vjtechnology.com

Injection Resin Anchors

The V.J. Technology Range

VJT has an injection resin system to satisfy every possible need of the construction industry.

Manufactured exclusively for VJT, the range consists of a high performance pure epoxy resin [HPE], a high performance vinylester resin [V420+ Hybrid] and an epoxy acrylate resin in standard and express cure versions [E410+ & EC410+].

The high performance VJT resins hold European Technical Approvals and European Technical Assessments for use in cracked and non-cracked concrete with threaded studs and rebar, seismic rating C2, Fire rating DIN EN 1363-1, NSF International standard for potable water use and environmental test certificates for VOC and LEED. These resins are supported by DesignFiX software.

Contents Page 3 What is an Injection Resin Anchor?

Page 4 DesignFiX Software

Page 5 HPE Pure Epoxy Resin

Page 10 VJT Technical Services

Page 11 V420+ Hybrid Vinylester Resin

Page 16 Setting Equipment & Anchor Accessories

Page 17 E410+ Epoxy Acrylate Resin

Page 21 EC410+ Epoxy Acrylate Resin

Page 25 CFA Guide: Installation into Concrete

Page 26 CFA Guide: Installation into Solid Masonry

Page 27 CFA Guide: Installation into Hollow Materials

What is an injection resin anchor?An injection resin consists of a cartridge with two separate components, which are mixed or blended on extrusion through a special mixing nozzle to create a resin mortar. An injection resin anchor provides a secure stress free anchorage for threaded rods, rebars and other steel elements. Injection resins are highly versatile as they offer the ability to vary the hole depth of an anchorage to increase load capacity. As there is no expansion, resin anchors can offer fixing solutions where traditional mechanical anchors cannot be used; such as applications where close edge and axial spacing are required.

VJT offer three resin formulations:HPEHPE is a high performance pure epoxy resin for use in cracked and non-cracked concrete. HPE is an easy to pump, free flowing, low odour, non-shrink resin with an extended cure time that makes it ideal for deep holes and flexible drill diameter to fixing element ratios. HPE is available in 385ml and 585ml side by side cartridges.

V420+ HybridV420+ Hybrid is a high performance fire rated vinylester resin for use in cracked and non-cracked concrete and other base materials. Suitable for anchoring studs and rebars. V420+ Hybrid is available in 420ml co-axial cartridges.

E410+ and EC410+E410+ and EC410+ are epoxy acrylate resins for general applications in non-cracked concrete. E410+ and EC410+ hold ETA’s for non-cracked concrete and masonry. EC410+ is a special “express cure” version for the winter months. E410+ and EC410+ are available in 410ml co-axial cartridges.

3Customer Services Ashford 01233 652550



The graphic input tab shows an image of the fixing application. Load directions and numeric factors can be adjusted on this page. The image can be rotated to provide a better view of the application.

The calculation tab has a print preview option for reporting the results. The report includes anchor loads and potential modes of failure.

The opening screen allows selection between anchor design and post-installed rebar.

Real-time calculations are made as data is entered, with results displayed for each product. Embedment depths are adjusted via drop down menus and changes to system geometry, properties and required loads are made by navigating the upper tabs.

DesignFiX Software Information

DesignFiX Software InformationDesignFiX is the Chemical Anchor and Post installed rebar Calculation Software for the range of Injection Resins from V.J. Technology. DesignFiX enables calculations to be made in accordance with European Technical Approvals and provides a list of suitable products, from which you can select the most appropriate for your application.

A printout can also be produced showing all the relevant details and calculations of your chosen product in a format suitable for submission to designers, engineers and consultants. DesignFiX is available to download at www.vjtechnology.com.


HPE Pure Epoxy Resin

European Technical Approval -Option 1 for cracked concrete

European Technical Approval -Post Installed Rebar

HPE is a high performance pure epoxy resin with easy flow characteristics and extended cure times ideal for rebar and studs;

n ETA for cracked and non-cracked concrete

n ETA for post installed rebar connections

n C2 Seismic rated

n Fire rated ~ F120

n NSF approval for potable water

n Damp and flooded holes

n Low shrinkage

n High load capacity

All data in this section applies to:-

n Correct setting according to installation instructions n Single anchor, no edge or axial spacing influences n Non-cracked concrete C 20/25 - fck,cube = 25 N/mm2

n Service temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oCn No effects of dense reinforcement n Minimum thickness of base material as per installation parameters n Typical embedment depth as per installation parameters n Load table data is not based on minimum edge or anchor spacing

Approvals and Certificates for HPE

Description Authority / Laboratory Guideline for assessment Number / Date

ETA “Bonded anchor with anchor rod for DiBt, Berlin ETAG 001 Pt 5 ETA-10/0087: use in cracked and Oct-2014

non-cracked concrete”

ETA “Post -installed DiBt, Berlin ETAG 001 Pt 5 / TR 023 / EC2 ETA-13/0319: Sept-2017 rebar connection”

Fire resistance IBMB, Braunschweig DIN EN 1363-1 3345/796/10

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17692Ltest report

Test report LEED Eurofins Leed 2009 EQ c4.1 G1598R

NSF International NSF International NSF/ANSI Standard Aug-14

LEEDtested

Chemical Anchor Calculation Software

Building Confidence

iCalc

DesignFIX®



Chemical Anchor Stud

HPE. Metric Threaded Rod Load TablesLoads at typical embedment* for a single anchor in C20/25 concrete according to ETA‐10/0087 [without influence of edge or axial spacing].5.8 grade and A4/70 Chemical anchor studs [except as indicated in red]. For other steels, combined loads or close spacing / edges seek technical advice from VJT or use DesignFiX.

*According to ETA‐10/0087: deeper embedments may be possible; contact VJT Technical dept. Figures in red are for M30 A4/50.

Installation Parameters HPE Threaded Rod

M8 M10 M12 M16 M20 M24 M30

Anchor diameter [mm] d 8 10 12 16 20 24 30

Drill diameter [mm] do 10 12 14 18 24 28 35

Typical embedment depth [mm] hef 80 90 110 125 170 210 270

Min base material thickness for typical embedment hmin 110 120 140 161 218 266 340

Fixture thickness with standard studs [mm] tfix 17 24 30 41 61 55 65

embedment range: ETA [mm] min/max hef 60-96 60-120 70-144 80-192 90-240 96-288 120-360

min base material thickness [mm] hmin hef + 30mm> min 100mm hef + 2do

Min spacing: [mm] Smin 40 50 60 80 100 120 150

Min edge: [mm] Cmin 40 50 60 80 100 120 150

Installation torque [Nm] Tinst 10 20 40 80 120 160 200

Diameter of hole in fixture [clearance ] df 9 12 14 18 22 26 33

Spanner size nut A/F [mm] A/F 13 17 19 24 30 36 46

Anchor size

CHARACTERISTIC RESISTANCE (kN) M8 M10 M12 M16 M20 M24 M30

TENSILE 5.8 Non-Cracked 18.0 29.0 42.0 78.0 122.0 176.0 280.0

Cracked - - 31.1 40.8 64.1 87.1 140.0

A4/70 Non-Cracked 18.0 41.0 59.0 88.0 138.9 190.0 281.0

Cracked - - 59.0 110.0 122.0 247.0 140.0

SHEAR 5.8 Non-Cracked 9.0 15.0 21.0 40.0 62.0 89.0 141.0

Cracked - - 21.0 40.0 62.0 89.0 141.0

A4/70 Non-Cracked 13.0 21.0 30.0 55.0 86.0 124.0 141.0

Cracked - - 30.0 55.0 86.0 124.0 141.0

DESIGN LOAD (kN) M8 M10 M12 M16 M20 M24 M30


Cracked - - 17.3 22.7 30.5 41.5 66.6

A4/70 Non-Cracked 13.9 22.0 31.6 39.2 53.3 73.2 98.4

Cracked - - 17.3 22.7 30.5 41.5 66.6


Cracked - - 16.8 31.2 48.8 70.4 112.0

A4/70 Non-Cracked 8.3 12.8 19.3 35.4 55.3 79.7 59.2

Cracked - - 19.3 35.4 55.3 79.7 59.2

RECOMMENDED LOAD (kN) M8 M10 M12 M16 M20 M24 M30


Cracked - - 12.3 16.2 21.8 29.6 47.6

A4/70 Non-Cracked 9.9 15.7 22.6 28.0 38.1 52.3 70.3

Cracked - - 12.3 16.2 21.8 29.6 47.6


Cracked - - 12.0 22.3 34.9 50.3 80.0

A4/70 Non-Cracked 6.0 9.1 13.8 25.3 39.5 56.9 42.3

Cracked - - 13.8 25.3 39.5 56.9 42.3

Designation V J Technology Injection System HPE for concrete Bonded Anchor

Fire Resistance Time Maximum Tensile Load 1) tu F

[min] [kN]

M8 M10 M12 M16 M20 M24 M27 M30

Minimum set depth (mm) 80 90 110 125 170 210 250 280

30 0.5 1.5 3.2 8.0 15.6 22.5 29.2 35.7

60 0.4 1.1 2.3 5.9 11.7 16.9 21.9 26.8

90 0.2 0.6 1.4 3.8 7.8 11.3 14.7 17.9

120 0.1 0.4 0.9 2.7 5.9 8.5 11.0 13.5



Steel Mechanical PropertiesCharacteristic Tension Resistance Threaded Studs

Steel Grade M8 M10 M12 M16 M20 M24 M30

steel 4.6 [psf 2] kN 15 23 34 63 98 141 224

steel 5.8 [psf 1.5] kN 18 29 42 78 122 176 280

steel 8.8 [psf 1.5] kN 29 46 67 125 196 282 449

A4/50 [psf 2.86] kN ‐ ‐ ‐ ‐ ‐ ‐ 281

A4/70 [psf 1.87] kN 26 41 59 110 171 247 ‐

To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.

Characteristic Shear Resistance Threaded Studs


steel 4.6 [psf 1.67] kN 7 12 17 31 49 71 112

steel 5.8 [psf 1.25] kN 9 15 21 39 61 88 140

steel 8.8 [psf 1.5] kN 15 23 34 63 98 141 224

A4/50 [psf 2.38] kN ‐ ‐ ‐ ‐ ‐ ‐ 140

A4/70 [psf 1.56] kN 13 20 30 55 86 124 ‐


IBMB Fire Rated ApprovalThe fire tests were undertaken by:The Institute fur Baustoffe, Massivbau und Brandschutz. Braunschweig, Germany.



Rebar

HPE. REBAR Load Tables Loads at typical embedment* for a single anchor in C20/25 concrete according to ETA-10/0087 [without influence of edge or axial spacing].

*Deeper embedment depths may be possible according to either ETA-10/0087 or ETA 13/0319 [post installed rebar connection].

Installation Parameters HPE Rebar

H8 H10 H12 H14 H16 H20 H25 H28 H32

Rebar diameter [mm] d 8 10 12 14 16 20 25 28 30

Drill diameter [mm] do 12 14 16 18 20 24 32 35 40

Typical embedment depth [mm] hef 80 90 110 125 125 170 210 270 300

Min base material thickness for typical embedment hmin 110 120 140 170 170 220 270 340 380

embedment range: ETA [mm] min/max hef 60-96 60-120 70-144 75-168 80-192 90-240 100-300 112-336 128-384

min base material thickness >100mm hmin hef + 30mm> min 100mm hef + 2do

Min spacing: [mm] Smin 40 50 60 70 80 100 125 140 160

Min edge: [mm] Cmin 40 50 60 70 80 100 125 140 160

Anchor size

CHARACTERISTIC RESISTANCE (kN) H8 H10 H12 H16 H20 H25 H28 H32

TENSILE BSt 500 Non-Cracked 28.1 39.6 53.9 75.4 128.2 181.4 261.3 331.8

Cracked - - 31.1 40.8 64.1 90.7 121.0 149.3

SHEAR BSt 500 Non-Cracked 14.0 22.0 31.0 56.0 87.0 135.0 170.0 221.0

Cracked - - 31.0 56.0 87.0 135.0 170.0 221.0

DESIGN LOAD (kN) H8 H10 H12 H16 H20 H25 H28 H32


Cracked - - 17.3 22.6 30.5 43.2 62.2 79.0


Cracked - - 20.7 36.6 57.3 90.0 112.7 147.3

RECOMMENDED LOAD (kN) H8 H10 H12 H16 H20 H25 H28 H32


Cracked - - 12.3 16.1 21.8 30.9 44.4 56.4


Cracked - - 14.8 26.1 40.9 64.3 80.5 105.2


1. Drill correct size hole 2. Clean hole by brushing & blowing, repeat sequence at least 3 times

3. Screw mixer onto the cartridge

4. Extrude to waste until resin is an even colour

6. Insert anchor to base of hole with a twisting action

7. Visual check to ensure sufficient resin used

8. Allow full cure time before attaching fixture and applying torque

5. Starting from the back, inject resin until hole is at least 1⁄2 full


Rebar Mechanical PropertiesCharacteristic Tension Resistance BSt 500 Rebar

Characteristic Shear Resistance BSt 500 Rebar


Installation Procedure

Cure and Gel Times

In wet concrete double the cure time.

Concrete Gel/Working Cure Time Temperature: Time

Celsius

5 120 min 50 hours

10 90 min 30 hours

20 30 min 10 hours

30 20 min 6 hours

40 12 min 4 hours

Influence of Concrete Strength

Concrete Class Factor

C20/25 1.0

C30/37 1.04

C40/50 1.08

C50/60 1.10

Grade H8 H10 H12 H14 H16 H20 H25 H28 H32

BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270 339 442

Grade H8 H10 H12 H14 H16 H20 H25 H28 H32

BSt 500 [psf 1.5] kN 14 22 31 42 55 86 135 169 221

More installation information contained in ETA.


VJT Technical Services

Test Laboratory

VJT has industry leading experts in the fields of HAVS & RCS Dust.

The laboratory also has UKAS accreditation for independent

anchor testing.

Technical Support

Where performance characteristics are unusually demanding VJT

will do whatever it takes to find an appropriate solution that is

acceptable to the client.

DesignFiX Software

DesignFiX chemical anchor software helps with the design of the

VJT high performance resins in cracked and non-cracked concrete

according to European rules. [ETAG and TR029]

Site testing

With UKAS accreditation for anchor testing and CFA accredited

testers, VJT can undertake site tests with various pieces of portable

equipment with loads up to 500kN.

Training

Technical sales staff are trained to give tool box talks and safety

talks on subjects such as anchor installation, abrasive wheels,

HAVS, RCS Dust and cartridge tools.


V420+ Hybrid Vinylester Resin

V420+ Hybrid is a high performance vinylester resin that is styrene free.

n ETA for cracked and non-cracked concrete

n ETA for post installed rebar connections

n C2 Seismic rated

n Fire rated ~ F120

n NSF approval for potable water

n Damp and flooded holes


n Suitable for most base materials

Approvals and Certificates for V420+ Hybrid


n Correct setting according to installation instructions n Single anchor, no edge or axial spacing influences n Non-cracked concrete C 20/25 - fck,cube = 25 N/mm2

n Service temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oCn No effects of dense reinforcement n Minimum thickness of base material as per installation parameters n Typical embedment depth as per installation parametersn Load table data is not based on minimum edge or anchor spacing

European Technical Approval -Option 1 for cracked concrete

European Technical Approval -Post Installed Rebar

LEEDtested


Building Confidence

iCalc

DesignFIX®

Description Authority / Laboratory Guideline for Assessment Number / Date

ETA “Bonded anchor with anchor rod for DiBt, Berlin ETAG 001 Pt 5 ETA-17/0570: use in cracked and September-2017

non-cracked concrete”

ETA “Post-installed DiBt, Berlin ETAG 001 Pt 5 / TR 023 / EC2

ETA-17/0571: rebar connection” September-2017

Fire resistance TU Kaiserslautern DIN EN 1363-1:2012 Test Report No: 17027MR15552

Assesment Report 21808

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17691Rtest report

Test report LEED Eurofins Leed 2009 EQ c4.1 G19427T

NSF International NSF International NSF/ANSI Standard Aug-14




Installation Parameters V420+ Hybrid Threaded Rod

M8 M10 M12 M16 M20 M24 M30

Anchor diameter [mm] d 8 10 12 16 20 24 30




Fixture thickness with standard studs [mm] tfix 17 24 30 41 61 55 65

embedment range: ETA [mm] min/max hef 60-160 60-200 70-240 80-320 90-400 96-480 120-600


Min spacing: [mm] Smin 60 75 95 115 140

Min edge: [mm] Cmin 45 50 60 65 80

Installation torque [Nm] Tinst 40 60 100 170 300

Diameter of hole in fixture [clearance ] df 14 18 22 26 33

Spanner size nut A/F [mm] A/F

40 50

35 40

10 20

9 12

13 17 19 24 30 36 46

V420+ Hybrid. Metric Threaded Rod Load TablesLoads at typical embedment* for a single anchor in C20/25 concrete according to ETA-17/0570: September-2017 [without influence of edge or axial spacing]. 5.8 grade and A4/70 Chemical anchor studs [except as indicated in red]. For other steels, combined loads or close spacing / edges seek technical advice from VJT or use DesignFiX.

*According to ETA-17/0570: September-2017: deeper embedments may be possible; contact VJT Technical dept. Figures in red are for M30A4/50.

Anchor size

CHARACTERISTIC RESISTANCE (kN) M8 M10 M12 M16 M20 M24 M30


Cracked 13.1 19.8 31.1 53.4 90.8 134.6 216.3

A4/70 Non-Cracked 26.0 41.0 59.0 94.2 149.5 205.8 281.0

Cracked 13.1 19.8 31.1 53.4 90.8 134.6 216.3


Cracked 9.0 15.0 21.0 40.0 62.0 89.0 141.0

A4/70 Non-Cracked 13.0 21.0 30.0 55.0 86.0 124.0 140.0

Cracked 13.0 21.0 30.0 55.0 86.0 124.0 140.0

DESIGN LOAD (kN) M8 M10 M12 M16 M20 M24 M30


Cracked 7.3 11.0 17.3 28.0 44.3 60.9 88.7

A4/70 Non-Cracked 13.9 22.0 31.6 47.1 62.2 85.4 98.2

Cracked 7.3 11.0 17.3 28.0 44.3 60.9 88.7


Cracked 7.2 12.0 16.8 32.0 49.6 71.2 112.8

A4/70 Non-Cracked 8.4 13.5 19.3 35.4 55.3 79.7 58.8

Cracked 8.4 13.5 19.3 35.4 55.3 79.7 58.8

RECOMMENDED LOAD (kN) M8 M10 M12 M16 M20 M24 M30


Cracked 5.2 7.9 12.3 20.0 31.7 43.5 63.4

A4/70 Non-Cracked 9.9 15.7 22.6 33.6 44.4 61.0 70.1

Cracked 5.2 7.9 12.3 20.0 31.7 43.5 63.4


Cracked 5.1 8.6 12.0 22.9 35.4 50.9 80.6

A4/70 Non-Cracked 6.0 9.6 13.8 25.3 39.5 56.9 42.0

Cracked 6.0 9.6 13.8 25.3 39.5 56.9 42.0







IBMB Fire Rated ApprovalThe fire tests were undertaken by:The Institute fur Baustoffe, Massivbau und Brandschutz. Braunschweig, Germany.


steel 4.6 [psf 2] kN 15 23 34 63 98 141 224

steel 5.8 [psf 1.5] kN 18 29 42 78 122 176 280

steel 8.8 [psf 1.5] kN 29 46 67 125 196 282 449

A4/50 [psf 2.86] kN ‐ ‐ ‐ ‐ ‐ ‐ 281

A4/70 [psf 1.87] kN 26 41 59 110 171 247 ‐


steel 4.6 [psf 1.67] kN 7 12 17 31 49 71 112

steel 5.8 [psf 1.25] kN 9 15 21 39 61 88 140

steel 8.8 [psf 1.5] kN 15 23 34 63 98 141 224

A4/50 [psf 2.38] kN ‐ ‐ ‐ ‐ ‐ ‐ 140

A4/70 [psf 1.56] kN 13 20 30 55 86 124 ‐

Designation V J Technology V420+ Hybrid Bonded Anchor

Fire Resistance Time Maximum Tensile Load 1) tu F

[min] [kN]

M8 M10 M12 M16 M20 M24 M27 M30

Minimum set depth (mm) 80 90 110 125 170 210 250 280

30 0.7 1.4 3.0 5.7 8.8 12.7 16.6 20.2

60 0.6 1.1 2.3 4.2 6.6 9.5 12.4 15.2

90 0.4 0.8 1.6 3.0 4.7 6.7 8.7 10.7

120 0.3 0.6 1.2 2.2 3.4 4.9 6.4 7.9



Rebar

V420+ Hybrid. REBAR Load TablesLoads at typical embedment* for a single anchor in C20/25 concrete according to ETA-17/0570: September-2017 [without influence of edge or axial spacing].

*Deeper embedment depths may be possible according to either ETA-17/0570: September-2017 or ETA-17/0571: Sept-2017 [post installedrebar connection].

Installation Parameters V420+ Hybrid Rebar

H8 H10 H12 H14 H16 H20 H25 H28 H32

Rebar diameter [mm] d 8 10 12 14 16 20 25 28 32

Drill diameter [mm] do 12 14 16 18 20 24 32 35 40

Typical embedment depth [mm] hef 80 90 110 125 125 170 210 270 300

Min base material thickness for typical embedment hmin 110 120 140 170 170 220 270 340 380

embedment range: ETA [mm] min/max hef 60-160 60-200 70-240 75-280 80-320 90-400 100-480 112-540 128-640


Min spacing: [mm] 40 50 60 70 75 120 130 150

Min edge: [mm] Cmin 35 40 45 50 50

Anchor size

CHARACTERISTIC RESISTANCE (kN) H8 H10 H12 H16 H20 H25 H28 H32


Cracked 10.1 15.6 24.9 47.1 80.1 123.7 178.1 241.3


Cracked 14 22.0 31.0 56.0 87.0 135.0 170.0 221.0

DESIGN LOAD (kN) H8 H10 H12 H16 H20 H25 H28 H32


Cracked 5.6 8.6 13.8 26.2 44.3 60.9 88.7 103.9


Cracked 9.3 14.7 20.7 37.3 58.0 90.0 113.3 147.3

RECOMMENDED LOAD (kN) H8 H10 H12 H16 H20 H25 H28 H32


Cracked 4.0 6.2 9.9 18.7 31.7 43.5 63.4 74.2


Cracked 6.7 10.5 14.8 26.7 41.4 64.3 81.0 105.2

75 857060

95











Grade H8 H10 H12 H14 H16 H20 H25 H28 H32

BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270 339 442


Grade H8 H10 H12 H14 H16 H20 H25 H28 H32

BSt 500 [psf 1.5] kN 14 22 31 42 55 86 135 169 221


Installation Procedure

Cure and Gel Times

In wet concrete double the cure time.*Cartridge temperature should be c15 celsius.

Concrete Gel/Working Cure Time Temperature: Time

Celsius

minus 10* 120 min 24 hours

minus 5* 90 min 14 hours

0 45 min 7 hours

5 25 min 2 hours

10 15 min 80 min

20 6 min 45 min

30 2 min 25 min

40 1.2 min 15 min

Influence of Concrete Strength

Concrete Class Factor

C20/25 1.0

C30/37 1.04

C40/50 1.08

C50/60 1.10



Setting Equipment & Anchor Accessories

Chemical anchor studs and allthread studding: M6 to M36, [self-colour, zinc plated and HDG], A2 and A4 stainless steel. HCR 1.4529 and other diameters of studding available to order

Applicator tools:

Standard co-axial tool for V420+ Hybrid and E/EC410+

Handymax co-axial tool

HPE standard tool

HPE ecomax tool Battery tool Pneumatic tool

Hole cleaning equipment:

Dust extraction hood

Brushes Blow out pump Air lance gun

Anchor accessories:

Plastic sieves Metal sieves Extension nozzles

Complete kits: Dust extraction:


E410+ Epoxy Acrylate Resin

LEEDtestedEuropean Technical Approval -

Option 7 for non-cracked concrete

E410+ is a general purpose styrene free epoxy acrylate resin.

n ETA for anchor studs in non-cracked concrete

n ETA for anchor studs in masonry

n Suitable for anchor studs and rebar

n Dry and wet concrete [not flooded holes]




n Correct setting according to installation instructionsn No edge or axial spacing influencesn Substrate strength as definedn Service temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oCn Load table data is not based on minimum edge or anchor spacing

Approvals and Certificates for E410+

Chemical anchor studs and allthread studding: M6 to M36, [self-colour, zinc plated and HDG], A2 and A4 stainless steel. HCR 1.4529 and other diameters of studding available to order


ETA “Bonded anchor with anchor rod TZUS, Praha ETAG 001 Pt 5 ETA-12/0570: for use in February-2017 Option 7 non-cracked concrete”

ETA “Bonded anchor with anchor rod TZUS, Prague ETAG 001 Pt 5 ETA 17/0378: April 2017 for use in Masonry”

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17690R

test report

Test report LEED Eurofins Leed 2009 EQ c4.1 G17689-14

Installation Parameters E410+ Threaded Rod

M8 M10 M12 M16 M20 M24

Anchor diameter [mm] d 8 10 12 16 20 24

Drill diameter [mm] do 10 12 14 18 24 28

Typical embedment depth [mm] hef 80 90 110 125 170 210

Min base material thickness for typical embedment hmin 110 120 140 161 218 266

Fixture thickness with standard studs [mm] tfix 17 24 30 41 61 55

Min spacing: [mm] Smin 40 50 60 80 100 120

Min edge: [mm] Cmin 40 50 60 80 100 120

Installation torque [Nm] Tinst 10 20 40 80 120 160

Diameter of hole in fixture [clearance ] df 9 12 14 18 22 26

Spanner size nut A/F [mm] A/F 13 17 19 24 30 36




E410+. Metric Threaded Rod Permissible Load Tables Permisible loads for a single anchor in C20/25 concrete according to ETA-12/0570 [without influence of edge or axial spacing].5.8 grade and A4/70 Chemical anchor studs. For other steels, combined loads or close spacing / edges seek technical advice from VJT.

E410+ Epoxy Acrylate Resin Non-Cracked Concrete

“Typical” Embedment Depth: Min Substrate Thickness: hmin Permissible Tensile Load: Permissible Shear Load:

Size [mm] [mm] Nrec,ucr [kN] Vrec,ucr [kN]

M8 80.0 110.0 6.3 5.1

M10 90.0 120.0 9.9 8.6

M12 110.0 140.0 13.9 12.0

M16 125.0 161.0 19.8 22.3

M20 170.0 220.0 29.6 34.9

M24 210.0 266.0 37.7 50.3






Steel Grade M8 M10 M12 M16 M20 M24

steel 4.6 [psf 2] kN 15 23 34 63 98 141

steel 5.8 [psf 1.5] kN 18 29 42 78 122 176

steel 8.8 [psf 1.5] kN 29 46 67 125 196 282

A4/70 [psf 1.87] kN 26 41 59 110 171 247


Grade H8 H10 H12 H14 H16 H20 H25

BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270




steel 4.6 [psf 1.67] kN 7 12 17 31 49 71

steel 5.8 [psf 1.25] kN 9 15 21 39 61 88

steel 8.8 [psf 1.5] kN 15 23 34 63 98 141

A4/70 [psf 1.56] kN 13 20 30 55 86 124

Grade H8 H10 H12 H14 H16 H20 H25

BSt 500 [psf 1.5] kN 14 22 31 42 55 86 135



Installation Parameters E410+ Rebar

H8 H10 H12 H14 H16 H20 H25

Rebar diameter [mm] d 8 10 12 14 16 20 25





Min edge: [mm] Cmin 40 50 60 70 80 100 125

Rebar

E410+ Rebar/Starter bar Load TablesPermisible loads for a single bar in C20/25 concrete without influence of edge or axial spacing.Steel: BSt 500S

E410+ Epoxy Acrylate Resin Non-Cracked Concrete



H8 80.0 110.0 5.9 6.7

H10 90.0 120.0 8.3 10.5

H12 110.0 140.0 13.4 14.8

H14 125.0 170.0 19.5 20.0

H16 125.0 170.0 22.3 26.1

H20 170.0 220.0 31.4 40.1

H25 210.0 270.0 48.0 64.3









Installation Procedure Cure and Gel Times


Concrete Gel/ Cure Time Temperature: Working Celsius Time

-5 90 min 6 hours

0 45 min 3 hours

5 25 min 2 hours

10 20 min 100 min

20 6 min 45 min

30 4 min 25 min

40 2 min 20 min



EC410+ Epoxy Acrylate Resin


n Correct setting according to installation instructionsn No edge or axial spacing influencesn Substrate strength as definedn Service temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oCn Load table data is not based on minimum edge or anchor spacing

EC410+ is a general purpose express cure styrene free epoxy acrylate resin.

n Express cure winter formulation n ETA for anchor studs in non-cracked concrete

n ETA for anchor studs in masonry

n Suitable for anchor studs and rebar

n Dry and wet concrete [not flooded holes]



Approvals and Certificates for EC410+

LEEDtestedEuropean Technical Approval -

Option 7 for non-cracked concrete


ETA “Bonded anchor with anchor rod TZUS, Praha ETAG 001 Pt 5 ETA-12/0570: for use in February-2017 Option 7 non-cracked concrete”

ETA “Bonded anchor with anchor rod TZUS, Prague ETAG 001 Pt 5 ETA 17/0378: April 2017 for use in Masonry”

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17690S

test report

Test report LEED Eurofins Leed 2009 EQ c4.1 G17689-15


Installation Parameters EC410+ Threaded Rod

M8 M10 M12 M16 M20 M24

Anchor diameter [mm] d 8 10 12 16 20 24

Drill diameter [mm] do 10 12 14 18 24 28

Typical embedment depth [mm] hef 80 90 110 125 170 210

Min base material thickness for typical embedment hmin 110 120 140 161 218 266

Fixture thickness with standard studs [mm] tfix 17 24 30 41 61 55

Min spacing: [mm] Smin 40 50 60 80 100 120

Min edge: [mm] Cmin 40 50 60 80 100 120

Installation torque [Nm] Tinst 10 20 40 80 120 160

Diameter of hole in fixture [clearance ] df 9 12 14 18 22 26

Spanner size nut A/F [mm] A/F 13 17 19 24 30 36



EC410+. Metric Threaded Rod Permissible Load Tables Permisible loads for a single anchor in C20/25 concrete [without influence of edge or axial spacing].5.8 grade and A4/70 Chemical anchor studs. For other steels, combined loads or close spacing/edges seek technical advice from VJT.

EC410+ Epoxy Acrylate Resin Non-Cracked Concrete



M8 80.0 110.0 6.3 5.1

M10 90.0 120.0 9.9 8.6

M12 110.0 140.0 13.9 12.0

M16 125.0 161.0 19.8 22.3

M20 170.0 220.0 29.6 34.9

M24 210.0 266.0 37.7 50.3








steel 4.6 [psf 2] kN 15 23 34 63 98 141

steel 5.8 [psf 1.5] kN 18 29 42 78 122 176

steel 8.8 [psf 1.5] kN 29 46 67 125 196 282

A4/50 [psf 2.86] kN ‐ ‐ ‐ ‐ ‐ ‐

A4/70 [psf 1.87] kN 26 41 59 110 171 247


steel 4.6 [psf 1.67] kN 7 12 17 31 49 71

steel 5.8 [psf 1.25] kN 9 15 21 39 61 88

steel 8.8 [psf 1.5] kN 15 23 34 63 98 141

A4/50 [psf 2.38] kN ‐ ‐ ‐ ‐ ‐ ‐

A4/70 [psf 1.56] kN 13 20 30 55 86 124


Grade H8 H10 H12 H14 H16 H20 H25

BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270


Grade H8 H10 H12 H14 H16 H20 H25

BSt 500 [psf 1.5] kN 14 22 31 42 55 86 135




Installation Parameters EC410+ Rebar

H8 H10 H12 H14 H16 H20 H25

Rebar diameter [mm] d 8 10 12 14 16 20 25





Min edge: [mm] Cmin 40 50 60 70 80 100 125

Rebar

EC410+ Rebar/Starter bar Load TablesPermissible loads for a single bar in C20/25 concrete without influence of edge or axial spacing.Steel: BSt 500S

EC410+ Epoxy Acrylate Resin Non-Cracked Concrete



H8 80.0 110.0 5.9 6.7

H10 90.0 120.0 8.3 10.5

H12 110.0 140.0 13.4 14.8

H14 125.0 170.0 19.5 20.0

H16 125.0 170.0 22.3 26.1

H20 170.0 220.0 31.4 40.1

H25 210.0 270.0 48.0 64.3








Installation Procedure Cure and Gel Times



Concrete Gel/ Cure Time Temperature: Working Celsius Time

-10 60 min 4 hours

-5 45 min 2 hours

0 25 min 80 min

5 10 min 45 min

10 4 min 25 min

15 3 min 20 min

20 2 min 15 min



Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Concrete

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Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Solid Masonry

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Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Hollow Materials

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Documents

Injection Resin - VJ Technology · 2020. 12. 8. · iCalc DesignFIX ® 6 Technical Support ... Min base material thickness for typical embedment h min 110 120 140 170 170 220 270