e410 +epoxy acrylate resin - vj...

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 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 instructions

n No edge or axial spacing influences

n Substrate strength as defined

n Temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oC

Approvals and Certificates for E410+

Description Authority / Laboratory Guideline for assessment Number / Date

ETA "Bonded anchor with anchor rod ZUS, Praha ETAG 001 Pt 5 ETA-12/0570:

for use in Dec-2012 Option 7non-cracked concrete"

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17690Rtest 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 h min 110 120 140 161 218 266

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

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

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

Installation torque [Nm] T inst 10 20 40 80 120 160

Diameter of hole in fixture [clearance ] d f 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+. 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] N rec, ucr [kN] V rec,ucr [kN]

M8 80 110 6.3 5.1

M10 90 120 9.9 8.6

M12 110 140 13.9 12.0

M16 125 161 19.8 22.3

M20 170 220 29.6 34.9

M24 210 266 37.7 50.3



Steel Mechanical PropertiesCharacteristic tension 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

A4/70 [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



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


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 h min 110 120 140 170 170 220 270

Min spacing: [mm] S min 40 50 60 70 80 100 125

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

Rebar

E410+ Rebar/Starter bar Load Tables Permisible 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 80 110 5.9 6.7

H10 90 120 8.3 10.5

H12 110 140 13.4 14.8

H14 125 170 19.5 20.0

H16 125 170 22.3 26.1

H20 170 220 31.4 40.1

H25 210 270 48.0 64.3


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

3. Screw mixer onto thecartridge

4. Extrude to waste untilresin is an even colour

6. Insert anchor to baseof hole with a twistingaction

7. Visual check to ensuresufficient resin used

8. Allow full cure time beforeattaching fixture andapplying torque

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

Installation Procedure Cure and Gel times

In wet concrete double the cure time.

Concrete Gel/ Cure TimeTemperature: Working

Celsius Time

0 45 min 3 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


EC410+ Epoxy Acrylate Resin

LEEDtested

All data in this section applies to:-

n Correct setting according to installation instructions

n No edge or axial spacing influences

n Substrate strength as defined

n Temperature range 1; min base material -40oC, max long term/short term base material +24oC/40oC

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

n Express cure winter formulation

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+

Description Authority / Laboratory Guideline for assessment Number

VOC Emissions Eurofins DEVL 1101903D, DEVL 1104875A G17690Stest 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 h min 110 120 140 161 218 266

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

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

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

Installation torque [Nm] T inst 10 20 40 80 120 160

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

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

Chemical Anchor Stud


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 80 110 6.3 5.1

M10 90 120 9.9 8.6

M12 110 140 13.9 12.0

M16 125 161 19.8 22.3

M20 170 220 29.6 34.9

M24 210 266 37.7 50.3



Steel Mechanical PropertiesCharacteristic tension resistance threaded studs


Characteristic shear resistance threaded studs



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

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




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 h min 110 120 140 170 170 220 270

Min spacing: [mm] S min 40 50 60 70 80 100 125

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

Rebar

EC410+ Rebar/Starter bar Load Tables Permisible 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 80 110 5.9 6.7

H10 90 120 8.3 10.5

H12 110 140 13.4 14.8

H14 125 170 19.5 20.0

H16 125 170 22.3 26.1

H20 170 220 31.4 40.1

H25 210 270 48.0 64.3

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

3. Screw mixer onto thecartridge

4. Extrude to waste untilresin is an even colour

6. Insert anchor to baseof hole with a twistingaction

7. Visual check to ensuresufficient resin used

8. Allow full cure time beforeattaching fixture andapplying torque

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

Installation Procedure Cure and Gel times

In wet concrete double the cure time.

Concrete Gel/ Cure TimeTemperature: Working

Celsius Time

0 20 min 180 min

5 10 min 60 min

10 6 min 40 min

20 3 min 20 min

30 1 min 10 min


Injection Resin Anchors

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


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-axialtool for V420+and E/EC410+

Handymax co-axial tool

HPE standardtool

HPE Ecomax tool Battery tool Pneumatic tool

Hole cleaning equipment:

Bosch dustcollector

Brushes Blow out pump Air lance gun

Anchor accessories:

Plastic sieves Metal sieves Extensionnozzles

Complete kits: Dust controlextractor:

e410 +epoxy acrylate resin - vj...

Documents