Post on 31-Jul-2021
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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
Injection Resin Anchors
4 Technical Support: 01233 652520 Web: www.vjtechnology.com
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.
5Customer Services Ashford 01233 652550
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®
6 Technical Support: 01233 652520 Web: www.vjtechnology.com
HPE Pure Epoxy Resin
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
TENSILE 5.8 Non-Cracked 12.0 19.3 28.0 39.2 53.3 73.2 106.7
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
SHEAR 5.8 Non-Cracked 7.2 12.0 16.8 31.2 48.8 70.4 112.0
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
TENSILE 5.8 Non-Cracked 8.6 13.8 20.0 28.0 38.1 52.3 76.2
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
SHEAR 5.8 Non-Cracked 5.1 8.6 12.0 22.3 34.9 50.3 80.0
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
7Customer Services Ashford 01233 652550
HPE Pure Epoxy Resin
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 Grade M8 M10 M12 M16 M20 M24 M30
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 ‐
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
IBMB Fire Rated ApprovalThe fire tests were undertaken by:The Institute fur Baustoffe, Massivbau und Brandschutz. Braunschweig, Germany.
8 Technical Support: 01233 652520 Web: www.vjtechnology.com
HPE Pure Epoxy Resin
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
TENSILE BSt 500 Non-Cracked 15.64 22.0 29.9 39.2 53.3 73.2 106.7 125.0
Cracked - - 17.3 22.6 30.5 43.2 62.2 79.0
SHEAR BSt 500 Non-Cracked 9.3 14.7 20.7 36.6 57.3 90.0 112.7 147.3
Cracked - - 20.7 36.6 57.3 90.0 112.7 147.3
RECOMMENDED LOAD (kN) H8 H10 H12 H16 H20 H25 H28 H32
TENSILE BSt 500 Non-Cracked 11.2 15.7 21.4 28.0 38.1 52.3 76.2 89.3
Cracked - - 12.3 16.1 21.8 30.9 44.4 56.4
SHEAR BSt 500 Non-Cracked 6.7 10.5 14.8 26.1 40.9 64.3 80.5 105.2
Cracked - - 14.8 26.1 40.9 64.3 80.5 105.2
9Customer Services Ashford 01233 652550
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
HPE Pure Epoxy Resin
Rebar Mechanical PropertiesCharacteristic Tension Resistance BSt 500 Rebar
Characteristic Shear Resistance BSt 500 Rebar
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
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.
10 Technical Support: 01233 652520 Web: www.vjtechnology.com
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.
11Customer Services Ashford 01233 652550
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 High load capacity
n Suitable for most base materials
Approvals and Certificates for V420+ Hybrid
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 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
Chemical Anchor Calculation Software
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
12 Technical Support: 01233 652520 Web: www.vjtechnology.com
V420+ Hybrid Vinylester Resin
Chemical Anchor Stud
Installation Parameters V420+ Hybrid 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 22 28 35
Typical embedment depth [mm] hef 80 90 110 125 170 210 270
Min base material thickness for typical embedment hmin 110 120 140 161 214 266 340
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 base material thickness [mm] hmin hef + 30mm> min 100mm hef + 2do
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
TENSILE 5.8 Non-Cracked 18.0 29.0 42.0 78.0 122.0 176.0 280.0
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
SHEAR 5.8 Non-Cracked 9.0 15.0 21.0 40.0 62.0 89.0 141.0
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
TENSILE 5.8 Non-Cracked 12.0 19.3 28.0 47.1 62.2 85.4 124.5
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
SHEAR 5.8 Non-Cracked 7.2 12.0 16.8 32.0 49.6 71.2 112.8
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
TENSILE 5.8 Non-Cracked 8.6 13.8 20.0 33.6 44.4 61.0 88.9
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
SHEAR 5.8 Non-Cracked 5.1 8.6 12.0 22.9 35.4 50.9 80.6
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
13Customer Services Ashford 01233 652550
V420+ Hybrid Vinylester Resin
Steel Mechanical PropertiesCharacteristic Tension Resistance Threaded Studs
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
Characteristic Shear Resistance Threaded Studs
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
IBMB Fire Rated ApprovalThe fire tests were undertaken by:The Institute fur Baustoffe, Massivbau und Brandschutz. Braunschweig, Germany.
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 ‐
Steel Grade M8 M10 M12 M16 M20 M24 M30
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
14 Technical Support: 01233 652520 Web: www.vjtechnology.com
V420+ Hybrid Vinylester Resin
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 base material thickness [mm] hmin hef + 30mm> min 100mm hef + 2do
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
TENSILE BSt 500 Non-Cracked 28.1 39.6 58.1 81.7 138.9 214.4 308.8 392.1
Cracked 10.1 15.6 24.9 47.1 80.1 123.7 178.1 241.3
SHEAR BSt 500 Non-Cracked 14.0 22.0 31.0 56.0 87.0 135.0 170.0 221.0
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
TENSILE BSt 500 Non-Cracked 18.8 26.4 38.7 47.0 62.2 85.4 124.5 145.8
Cracked 5.6 8.6 13.8 26.2 44.3 60.9 88.7 103.9
SHEAR BSt 500 Non-Cracked 9.3 14.7 20.7 37.3 58.0 90.0 113.3 147.3
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
TENSILE BSt 500 Non-Cracked 13.4 18.8 27.6 33.6 44.4 61.0 88.9 104.1
Cracked 4.0 6.2 9.9 18.7 31.7 43.5 63.4 74.2
SHEAR BSt 500 Non-Cracked 6.7 10.5 14.8 226.7 41.4 64.3 81.0 105.2
Cracked 6.7 10.5 14.8 26.7 41.4 64.3 81.0 105.2
75 857060
95
15Customer Services Ashford 01233 652550
V420+ Hybrid Vinylester Resin
1. Drill correct size hole 2. Clean hole by brushing & blowing, repeat sequence at least 4 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
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
Characteristic Shear Resistance BSt 500 Rebar
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
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
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
More installation information contained in ETA.
16 Technical Support: 01233 652520 Web: www.vjtechnology.com
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:
17Customer Services Ashford 01233 652550
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 High load capacity
n Suitable for most base materials
All data in this section applies to:-
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
Description Authority / Laboratory Guideline for assessment Number / Date
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
18 Technical Support: 01233 652520 Web: www.vjtechnology.com
Chemical Anchor Stud
E410+ Epoxy Acrylate Resin
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
19Customer Services Ashford 01233 652550
E410+ Epoxy Acrylate Resin
Steel Mechanical PropertiesCharacteristic Tension Resistance Threaded Studs
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
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
Rebar Mechanical PropertiesCharacteristic Tension Resistance BSt 500 Rebar
Grade H8 H10 H12 H14 H16 H20 H25
BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270
Characteristic Shear Resistance BSt 500 Rebar
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
Steel Grade M8 M10 M12 M16 M20 M24
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
Characteristic Shear Resistance Threaded Studs
20 Technical Support: 01233 652520 Web: www.vjtechnology.com
Installation Parameters E410+ Rebar
H8 H10 H12 H14 H16 H20 H25
Rebar diameter [mm] d 8 10 12 14 16 20 25
Drill diameter [mm] do 12 14 16 18 20 24 32
Typical embedment depth [mm] hef 80 90 110 125 125 170 210
Min base material thickness for typical embedment hmin 110 120 140 170 170 220 270
Min spacing: [mm] Smin 40 50 60 70 80 100 125
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
“Typical” Embedment Depth: Min Substrate Thickness: hmin Permissible Tensile Load: Permissible Shear Load:
Size [mm] [mm] Nrec,ucr [kN] Vrec,ucr [kN]
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
E410+ Epoxy Acrylate Resin
1. Drill correct size hole 2. Clean hole by brushing & blowing, repeat sequence at least 4 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
Installation Procedure Cure and Gel Times
In wet concrete double the cure time.
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
More installation information contained in ETA.
21Customer Services Ashford 01233 652550
EC410+ Epoxy Acrylate Resin
All data in this section applies to:-
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]
n High load capacity
n Suitable for most base materials
Approvals and Certificates for EC410+
LEEDtestedEuropean Technical Approval -
Option 7 for non-cracked concrete
Description Authority / Laboratory Guideline for assessment Number / Date
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
22 Technical Support: 01233 652520 Web: www.vjtechnology.com
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
Chemical Anchor Stud
EC410+ Epoxy Acrylate Resin
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
“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
23Customer Services Ashford 01233 652550
EC410+ Epoxy Acrylate Resin
Steel Mechanical PropertiesCharacteristic Tension Resistance Threaded Studs
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
Characteristic Shear Resistance Threaded Studs
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
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
A4/50 [psf 2.86] kN ‐ ‐ ‐ ‐ ‐ ‐
A4/70 [psf 1.87] kN 26 41 59 110 171 247
Steel Grade M8 M10 M12 M16 M20 M24
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
Rebar Mechanical PropertiesCharacteristic Tension Resistance BSt 500 Rebar
Grade H8 H10 H12 H14 H16 H20 H25
BSt 500 [psf 1.4] kN 28 43 62 85 110 173 270
Characteristic Shear Resistance BSt 500 Rebar
Grade H8 H10 H12 H14 H16 H20 H25
BSt 500 [psf 1.5] kN 14 22 31 42 55 86 135
To generate Design Resistance [Rd] divide characteristic resistance by the psf factor.
24 Technical Support: 01233 652520 Web: www.vjtechnology.com
EC410+ Epoxy Acrylate Resin
Installation Parameters EC410+ Rebar
H8 H10 H12 H14 H16 H20 H25
Rebar diameter [mm] d 8 10 12 14 16 20 25
Drill diameter [mm] do 12 14 16 18 20 24 32
Typical embedment depth [mm] hef 80 90 110 125 125 170 210
Min base material thickness for typical embedment hmin 110 120 140 170 170 220 270
Min spacing: [mm] Smin 40 50 60 70 80 100 125
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
“Typical” Embedment Depth: Min Substrate Thickness: hmin Permissible Tensile Load: Permissible Shear Load:
Size [mm] [mm] Nrec,ucr [kN] Vrec,ucr [kN]
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
1. Drill correct size hole 2. Clean hole by brushing & blowing, repeat sequence at least 4 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
Installation Procedure Cure and Gel Times
In wet concrete double the cure time.
More installation information contained in ETA.
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
25Customer Services Ashford 01233 652550
Injection Resin Anchors
Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Concrete
✓
26 Technical Support: 01233 652520 Web: www.vjtechnology.com
Injection Resin Anchors
Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Solid Masonry
✓
27Customer Services Ashford 01233 652550
Injection Resin Anchors
Installation procedure in accordance with CFA GuidelinesResin Injection Anchors - into Hollow Materials
✓
www.vjtechnology.com
V.J. Technology
AshfordTechnology House
Brunswick Road
Cobbs Wood Industrial Estate
Ashford
Kent TN23 1EN
Telephone
Switchboard: 01233 637695
Sales: 01233 652550
Technical: 01233 652520
Accounts: 01233 652530
Credit control: 01233 652540
Email: enquiries@vjtechnology.com
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Supplier ID 24809ISO 9001: 2008
APR2018/V3
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DesignFIX®
Chemical Anchor Calculation Software