TECHNICAL DATA SHEET: VF22PRO CHEMICAL INJECTION …havi ng be en te ste d at a re duce d surf ac e are a to vol um e ra ti o of1 , 00mm² per1 lit re of wate r. This mate ria li s

TECHNICAL DATA SHEET:

VF22PRO CHEMICAL INJECTION SYSTEM STYRENE-FREE, VINYLESTER

Doc: VF22PRO_TDS | Version Date: 04/23/19 | Page 1 of 16

www.allfasteners.com | Customer Service 800 577 3171

KEY BENEFITS

§ ETA approved for use in cracked and non-cracked concrete

§ Suitable for use underwater and in corrosive environments

§ A+ VOC Content Rating / LEED compliant

§ Fire rating approved

§ High chemical resistance and ideal for use in areas of elevated service tem-

peratures

§ Use with all grades of threaded studs and post-installed rebar

§ Contact with potable water

VF22PRO is a versatile high-strength two-part vinylester resin designed to anchor threaded rods & rebar in concrete for very high loads and critical fi xings, and with the advantage of European Technical Approval for use in cracked concrete. The styrene free fast curing resin is an exceptionally versatile chemical anchor is suitable for use underwater.

VF22PRO features a high chemical resistance and an extreme service temperature range. A truly versatile product that is safe and easy to use in many applications to achieve very high strength bonds.

TESTING & CERTIFICATIONS

STYR

ENE

FREE - STYRENE FREE -

LOWVOC

CRACKEDCONCRETE

Kn

CORROSIVE ENVIRONMENTS Kn

SUITABLE UNDERWATER

Kn

LOW VOCCOMPLIANT

Kn

FIRE RATED

Kn

Kn

POTABLE WATERAPPROVED

Kn

ELEVATED SERVICE TEMP

Approvals

§ ETA 15/0236 ETAG 01-05 Option 1: M12 - M16 For use in Cracked Concrete

§ ETA 15/0236 ETAG 01-05 Option 7: M8 - M24 / rebar Ø 8 to 25mm For use in Non-cracked Concrete

§ VF22PRO complies to NCC & SA TS 101:2015

§ Approved in fl ooded holes, wet and dry holes

§ Tested to BS6920 for use with potable water. WRAS certifi cate 1501538

§ R240 Fire Test report

§ Tested according to LEED 2009 EQ c4.1, SCAQMD rule 1168 (2005).

Water Regulations Advisory Scheme Ltd.

Unit 13,

Willow Road,

Pen y Fan Industrial Estate,

Crumlin,

Gwent,

NP11 4EG

5311

Approval Number: 1501538

Test Report: MAT/LAB 764H

30th March 2015

Allfasteners Pty. Ltd.

78 - 84 Logistics Street,

Keilor Park,

VIC 3042,

PO Box 1025,

Tullamarine,

Australia

WATER REGULATIONS ADVISORY SCHEME LTD. (WRAS)

MATERIAL APPROVAL

The material referred to in this letter is suitable for contact with wholesome water for domestic purposes having met the

requirements of BS6920-1:2000 and/or 2014 ‘Suitability of non-metallic products for use in contact with water intended

for human consumption with regard to their effect on the quality of the water’.

The reference relates solely to its effect on the quality of the water with which it may come into contact and does not

signify the approval of its mechanical or physical properties for any use.

RESIN ANCHORS

VF22PRO. Site applied, grey coloured vinyl ester resin intended for use as a resin anchor. Apply as per manufacturer's

instructions version '05/07/2014'. Cure for 7days@7°C. For use with water up to 23°C. For use only as a resin anchor

having been tested at a reduced surface area to volume ratio of 1,000mm² per 1 litre of water. This material is only

approved for the curing conditions that appear on the approval. If the cure conditions are varied from those specified on

the approval then the material is not covered by the scope of the approval.

APPROVAL NUMBER: 1501538

APPROVAL HOLDER: ALLFASTENERS PTY. LTD.

The Scheme reserves the right to review approval.

Approval 1501538 is valid between January 2015 and January 2020

An entry, as above, will accordingly be included in the Water Fittings Directory on-line under the section headed,

“Materials which have passed full tests of effect on water quality”.

The Directory may be found at: www.wras.co.uk/directory

Yours faithfully

Jason Furnival

Approvals & Enquiries Manager

Water Regulations Advisory Scheme

The Water Regulations Advisory Scheme Ltd. Registered in England No, 06663930 Registered office: 13 Newby Road, Hazel Grove, Stockport, Cheshire, SK7 5DA

Tel:+44(0)333 207 9030 Fax:+44(0)1495 248 540 Email:[email protected] website:www.wras.co.uk

BS6920-1:2000

Please refer to the WRAS certifi cate

1501538 for the approval parameters.

FIRE RATED

Information on the emission of volatile

substances (VOC) in indoor air, with

a risk of inhalation toxicity, on a scale

ranging from class A + (very low emis-

sions) to C (high emissions) level. LEED

Compliant.

ETA XX/XXXXETAG 01-01 TR 023

Post-installed Rebar Ø 8 to 16mm

ALLFASTENERS Pty Ltd14

VF22PRO

XXXX

ETA 15/0236ETAG 01-05 Option 7

M8 - M24 / rebar Ø 8 to 25mm

For use in Non-Cracked Concrete


0679-CPR-1040VF22PRO

XXXX

ETA 15/0236ETAG 01-05 Option 1

M12 - M16 threaded bar


0679-CPR-1040VF22PRO

For use in Cracked Concrete

XXXX





ORDERING INFORMATION

SHELF LIFE & STORAGE

TYPICAL PERFORMANCE CHARACTERISTIC & DESIGN LOAD RESISTANCE

This product should be stored between 5°C & 25°C (41°F & 77°F). The shelf life of the product is 24 months from the manufacture date when stored properly.

PART 3 DESCRIPTION

1VF22-10 10oz. (300mL Cartridge)

Table A1:

Size (in)

Characteristic Resistance (lbs)

Design Resistance (lbs)

Recommended Load (lbs)

Characteristic Distances (in)

Min Edge & Spacing

(in)

Nominal embedment

(in)

Hole Diameter Concrete

(in)

Hole Diameter Fixture

(in)

Max Torque (ft-lbs)

Tension Shear Tension Shear Tension Shear Edge Spacing Edge

Nrk Vrk Nrd Vrd Nrec Vrec Ccr,N Scr,N Ccr,V Cmin, Smin

3655 2437 1740 2-3-/8

3/8 3655 1685 2437 1348 1740 963 4 8 3-1/2 2 3-1/2 1/2 1/2 15

3655 2437 1740 8

6690 4460 3186 2-3/4

1/2 6690 3705 4460 2964 3186 2117 4-3/4 9-/12 4-3/8 2-3/8 4-3/8 9/16 9/16 30

6690 4460 3186 9-1/2

9611 6407 4577 3-1/8

5/8 10650 5900 7100 4720 5071 3371 6-3/8 12-3/4 5 3-1/8 5 3/4 11/16 60

10650 7100 5071 12-1/2

11721 7814 5581 3-1/2

3/4 15765 8730 10510 6984 7507 4989 8 16 7-1/8 4 6-3/4 7/8 13/16 100

15765 10510 7507 15-3/4

15309 10206 7290 4

1 28540 15805 19027 12644 13590 9031 9 18 9 4-3/4 8-1/4 1-1/8 1-1/8 150

28540 19027 13590 18-7/8

18667 12445 8889 4-3/4

1-1/4 43329 25295 28819 20236 20585 14454 11 22 11 6 11 1-3/8 1-3/8 200

72278 48185 34418 23-1/2

Steel Element Failure

Partial safety factor =1.5

Loads, edge and spacing based on characteristic bond strength - showing steel failure

Nrk,s = Tensile Characteristic Resis-tance

Vrk,s = Shear Characteristic Resistance

Nrd,s = Tensile Design Resistance

Vrd,s = Shear Design Resistance





DESIGN RESISTANCE USED WITH VARIOUS THREADED STUDS & REBAR

Table B1:

Stud

Ø (i

n)

Hole

Ø (i

n)

500 MPA THREADED STUDS

hef,

Failu

re

(in)

Fd,s

, Des

ign

Lo

ad (l

bs)

EMBEDMENT DEPTH, hef (in)

2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 11 12-5/8 15-3/4 18-7/8 21-1/4 23-5/8

3/8 1/2 3247 3760 3922 2-7/8 3922

1/2 9/16 4720 5464 6008 6866 7140 4-3/16 7140

5/8 3/4 6408 7177 8203 8972 9741 10510 11279 11363 5-9/16 11363

3/4 7/8 6974 7811 8927 9764 10601 11438 12275 13949 16844 7-9/16 16844

1 1-1/8 10208 11165 12122 13079 14036 15950 20097 24244 28072 32219 46876 11-15/6 30470

1-1/4 1-3/8 12447 13429 14412 16377 20635 24893 28824 33082 41270 49459 55682 61905 18-5/8 48771

Depth (in) 2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 1112-5/8

15-3/4

18-7/8

21-1/4

23-5/8


Table B2:

Stud

Ø (i

n)

Hole

Ø (i

n)

800 MPA GRADE THREADED STUDS

hef,

Failu

re

(in)

Fd,s

, Des

ign

Lo

ad (l

bs)


2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 11 12-5/8 15-3/4 18-7/8 21-1/4 23-5/8

3/8 1/2 3247 3760 4272 4785 5469 5981 6034 4-7/16 6034

1/2 9/16 4720 5364 6008 6866 7509 8153 8797 9440 10728 10984 6-7/16 10984

5/8 3/4 6408 7177 8203 8972 9741 10510 11279 12817 16149 17482 8-1/2 17482

3/4 7/8 6974 7811 8927 9764 10601 11428 12275 13949 17576 21202 24559 25914 11-5/8 25914

1 1-1/8 10390 11364 12338 13312 14286 16235 20456 24677 28573 32794 40911 46876 18 46876

1-1/4 1-3/8 16641 17858 20293 25570 30846 35716 40992 51139 61286 68997 75033 28-5/8 75033

Depth (in) 2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 1112-5/8

15-3/4

18-7/8

21-1/4

23-5/8






DESIGN RESISTANCE USED WITH VARIOUS THREADED STUDS & REBAR (CONT'D)

Table B4:

Reba

r Ø (i

n)

Hole

Ø (i

n)

GRADE 60 REINFORCING BARS FYK = 60000 psi

hef,

Failu

re

(in)

Fd,s

, Des

ign

Lo

ad (l

bs)


2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 11 12-5/8 15-3/4 19-3/4 22 25-1/8

3/8 7/16 2232 2585 2937 3290 3760 4112 4465 4817 5169 5874 6600 7 6600

1/2 9/16 3258 3703 4147 4739 5184 5638 6072 6517 7405 9331 11256 10-1/8 12000

5/8 3/4 4272 4785 5469 5981 6494 7007 7519 8545 10766 12988 15038 17260 13-5/8 18600

3/4 7/8 4379 4905 5605 6131 6656 7182 7707 8758 11035 13312 15414 17691 22071 21-1/2 26400

7/8 1 5742 6280 6819 7357 7895 8972 11304 13637 15790 18123 22609 28351 25-1/8 36000

1 1-1/8 7177 7793 8408 9023 10253 12919 15585 18046 20712 25839 32401 36092 28-7/8 47400

1-1/8 1-3/8 9196 9896 11215 14131 17046 19738 22654 28261 35439 39476 45083 33-1/2 60000

Depth (in) 2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 1112-5/8

15-3/4

19-3/4

2225-1/8


Table B3:

Stud

Ø (i

n)

Hole

Ø (i

n)

ASI 304/316 STAINLESS STEEL STUDS

hef,

Failu

re

(in)

Fd,s

, Des

ign

Lo

ad (l

bs)


2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 11 12-5/8 15-3/4 18-7/8 21-1/4 23-5/8

3/8 1/2 3247 3760 4235 3-1/8 4235

1/2 9/16 4720 5364 6008 6866 7509 7710 4-1/2 7710

5/8 3/4 6408 7177 8203 8972 9741 10510 11279 12270 6 12270

3/4 7/8 6974 7811 8927 9764 10601 11438 12275 13949 17576 18188 8-1/8 18188

1 1-1/8 10280 11165 12122 13079 14036 15950 20097 24222 28072 32219 32901 12-7/8 32901

1-1/4 1-3/8 12447 13429 14412 16377 20635 24893 28824 33082 41270 49459 52664 20-1/6 52664

Depth (in) 2-3/8 2-3/4 3-1/8 3-1/2 4 4-3/8 4-3/4 5-1/8 5-1/2 6-1/4 7-7/8 9-1/2 1112-5/8

15-3/4

18-7/8

21-1/4

23-5/8






CHARACTERISTIC & DESIGN LOAD RESISTANCES FOR THREADED STUDS

BOND STRENGTH FACTORS - THREADED STUDS

Based on characteristic bond strengths for hef 4d(minimum embedment) to 20d

Table C1:

Size

(in)

NON-CRACKED CONCRETE




TensionNrk

ShearVrk

TensionNrd

ShearVrd

TensionNrec

ShearVrec

4869.774

1685

3247

1348

2319

9633/8 7176.509 4784 3417

16403.45 10936 2811

7079.683

3705

4720

2964

3371

21171/2 11263.13 7509 5363

24457.09 16305 11646

9611.396

5900

6408

4720

4577

33715/8 15378.23 10252 7323

38445.59 25630 18307

11721.63

8730

7814

6984

5582

49893/4 22606 15071 10765

52747.34 35165 25118

15308.89

15805

10207

12644

7290

90311 31576.64 21051 15036

72243.53 48162 34402

18667.47

25295

12445

20236

8889

144541-1/4 43229.92 28820 20586

92354.84 61570 43978

See last page for table notes

Table C2:

CRACKED CONCRETE

Nom

inal

Em

bedm

ent (

in)




TensionNrk

ShearVVrk

TensionNrd

ShearVrd

TensionNrec

ShearVrec

Not Applicable

2-3/8

3-1/2

8

3256.654

3705

2171

2964

1551

2117

2-3/4

5181.041 3454 2467 4-3/8

11250.26 7500 5357 9-1/2

4229.014

5900

2819

4720

2014

3371

3-1/8

6766.423 4511 3222 5

16916.06 11277 8055 12-1/2

4688.653

8730

3126

6984

2233

4989

3-1/2

9042.402 6028 4306 6-3/4

21098.94 14066 10047 15-3/4

5817.757

15805

3879

12644

2770

9031

4

11999.12 7999 5714 8-1/4

27452.54 18302 13073 18-7/8

Not Applicable

4-3/4

11

23-1/2

Nrk,s = Tensile Characteristic Resis-tance




Table D1:

Concrete Strengthpsi 2500 3000 4000 6000

Mpa 17.2 20.7 27.6 41.4

Non-Cracked fc = fc = 1.00 1.06 1.12 1.23

Influence of concrete strength on combined pull out and concrete cone resistance.





BOND STRENGTH FACTORS - THREADED STUDS (CONT'D)Influence of environmental conditions in NON-CRACKED concrete

Table D2:

Threaded Rods 3/8 1/2 5/8 3/4 1 1-1/4

Temp I 40°C / 24°C(104°F / 75°F)

Dry and Wet 1.00 1.00 1.00 1.00 1.00 1.00

Temp II 80°C / 50°C(176°F / 122°F)

Dry and Wet 0.88 0.87 0.86 0.85 0.84 0.82

CHARACTERISTIC & DESIGN LOAD RESISTANCES FOR REBAR

Table E1:

Reba

r # Ø

NON-CRACKED CONCRETE




TensionNrk

ShearVrk

TensionNrd

ShearVrd

TensionNrec

ShearVrec

4018

2375

2232

1900

1594

13573 6344 3524 2517

12687 7048 5035

5889

4320

3272

3456

2337

24694 9369 5205 3718

21416 11898 8498

7654

6695

4252

5356

3037

38265 12246 6803 4859

30614 17008 12148

7775

9505

4319

7604

3085

54316 14994 8330 5950

33320 18511 13222

9070

12960

5039

10368

3599

74067 21380 11878 8484

45352 25195 17997

11847

17065

6582

13652

4701

97518 29617 16454 11753

59235 32908 23506

14302

21600

7945

17280

5675

123439 38138 21188 15134

69920 38844 27746

Table E2:

CRACKED CONCRETE

Nom

inal

Em

bedm

ent (

in)




TensionNrk

ShearVVrk

TensionNrd

ShearVrd

TensionNrec

ShearVrec

2-3/8

3-1/2

8

Not Applicable

2-3/4

4-3/8

9-1/2

3-1/8

5

12-1/2

Not Applicable

3-1/2

6-3/4

15-3/4

4

8-1/4

17-1/2

Not Applicable

4

8-1/4

18-7/8

4-1/2

12

22

See last page for table notesNrk,s = Tensile Characteristic Resistance




For REBAR based on characteristic bond strengths for hef 4d (minimum embedment to 20d)





BOND STRENGTH FACTORS - REBAR

Influence of concrete strength on combined pull out and concrete cone resistance.

Table F1:

Concrete Strengthpsi 2500 3000 4000 6000

Mpa 17.2 20.7 27.6 41.4

Non-Cracked fc = fc = 1.00 1.06 1.12 1.23

Influence of environmental conditions in NON-CRACKED concrete

Table F2:

Threaded Rods Rebar # size3 4 5 6 7 8 9

Ø 10 Ø 12 Ø 16 Ø 20 Ø 22 Ø 25 Ø 28

Temp I 40°C / 24°C(104°F / 75°F)

Dry and Wet 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Temp II 80°C / 50°C(176°F / 122°F)

Dry and Wet 0.90 0.88 0.88 0.86 0.86 0.84 0.84

See last page for table notes

MATERIAL PROPERTIES FOR GRADES OF OTHER THREADED STUDS & REBAR

Threaded Studs - in Tensile

Table G1:

Stud Diameter (in)Stud Grade 500 Mpa Stud Grade ASTM A193 B7 Stud Grade AISI 304/316

Nrk, s (lbs) Nrd, s (lbs) Nrk, s (lbs) Nrd, s (lbs) Nrk, s (lbs) Nrd, s (lbs)

3/8 3655 2437 7265 5189 5040 2695

1/2 6690 4460 13300 9500 9225 4933

5/8 10650 7100 21190 15136 14690 7856

3/4 15765 10510 31360 22400 18480 9882

1 28540 19027 56785 40561 33465 17896

1-1/4 45670 30447 90850 64893 53540 28631

See last page for table notesNrk,s = Tensile Characteristic Resistance








MATERIAL PROPERTIES FOR GRADES OF OTHER THREADED STUDS & REBAR (CONT'D)

Threaded Studs - in Shear

Table G2:

Stud Diameter (in)Stud Grade 500 Mpa Stud Grade ASTM A193 B7 Stud Grade AISI 304/316

Vrk, s (lbs) Vrd, s (lbs) Vrk, s (lbs) Vrd, s (lbs) Vrk, s (lbs) Vrd, s (lbs)

3/8 1685 1348 3150 2520 2325 1490

1/2 3705 2964 6915 5532 5110 3276

5/8 5900 4720 11020 8816 8135 5215

3/4 8730 6984 16305 13044 10235 6561

1 15805 12644 29525 23620 18535 11881

1-1/4 25295 20236 47240 37792 29655 19010

Rebar - in Tension & Shear

Table G3:

Rebar Diameter #Rebar ASTM A615 Grade 40 Rebar ASTM A615 Grade 40 Rebar ASTM A615 Grade 60 Rebar ASTM A615 Grade 60

Nrk, s (lbs) Nrd, s (lbs) Vrk, s (lbs) Vrd, s (lbs) Nrk, s (lbs) Nrd, s (lbs) Vrk, s (lbs) Vrd, s (lbs)

3 4290 3432 2375 1583 6435 5148 3565 2377

4 7800 6240 4320 2880 11700 9360 6480 4320

5 12090 9672 6695 4463 18135 14508 10045 6697

6 17160 13728 9505 6337 25740 20592 14255 9503

7 23400 18720 12960 8640 35100 28080 19440 12960

8 30810 24648 17065 11377 46215 36972 25595 17063

9 39000 31200 21600 14400 58500 46800 32400 21600

See last page for table NotesNrk,s = Tensile Characteristic Resistance








INFLUENCES OF ANCHOR SPACING & EDGE DISTANCE

Effect of Anchor Spacing - Tension

Table H1:

Anchor Spacing

(in) 3/8 1/2 5/8 3/4 1 1-1/4

2 0.632-3/8 0.65 0.632-3/4 0.67 0.643-1/8 0.69 0.66 0.633-1/2 0.72 0.68 0.64

4 0.74 0.70 0.65 0.634-3/4 0.79 0.74 0.68 0.65 0.63

6 0.86 0.80 0.73 0.68 0.65 0.636-1/4 0.88 0.82 0.74 0.70 0.66 0.656-7/8 0.93 0.86 0.77 0.72 0.68 0.667-7/8 1.00 0.90 0.80 0.74 0.69 0.688-7/8 0.95 0.84 0.77 0.72 0.699-1/2 1.00 0.86 0.79 0.73 0.709-7/8 0.87 0.80 0.74 0.72

10-7/8 0.91 0.83 0.76 0.7311 0.92 0.84 0.77 0.74

11-3/4 0.95 0.86 0.79 0.7612-5/8 1.00 0.88 0.81 0.7813-3/4 0.92 0.83 0.8215-3/4 1.00 0.88 0.8516-3/4 0.92 0.8717-3/4 1.00 0.9018-7/8 0.9320-1/2 1.00

Effect of Edge Distance - Tension

Table H2:

Edge Distance

(in) 3/8 1/2 5/8 3/4 1 1-1/4

2 0.632-3/8 0.70 0.632-3/4 0.77 0.683-1/8 0.84 0.74 0.633-1/2 0.91 0.80 0.67

4 1.00 0.86 0.71 0.634-3/8 0.92 0.76 0.664-3/4 1.00 0.80 0.70 0.645-1/2 0.89 0.77 0.67 0.636-1/4 1.00 0.84 0.72 0.66

7 0.91 0.78 0.767-7/8 1.00 0.84 0.818-7/8 0.89 0.869-7/8 1.00 0.94

10-1/4 1.00

Effect of Edge Distance – Shear

Table H3:

Edge Distance

(in) 3/8 1/2 5/8 3/4 1 1-1/4

2 0.302-3/8 0.48 0.302-3/4 0.65 0.443-1/8 0.83 0.58 0.403-1/2 1.00 0.72 0.53

4 0.86 0.67 0.354-3/8 1.00 0.80 0.444-7/8 1.00 0.58 0.355-1/2 0.72 0.46 0.306-1/4 0.91 0.62 0.35

7 1.00 0.77 0.467-7/8 0.92 0.578-7/8 1.00 0.689-7/8 0.78

11 1.00

Edge Distance

TENSION

SHEAR

Anchor Spacing





CURING TIMES & SERVICE TEMPERATURESMinimum Curing Times

Table I1:

Concrete Temperature

Gel Working TimeMinimum curing time

in DRY concreteMinimum curing time

in WET concrete

-10°C (14°F)* 50 min 240 min x 2

-5°C (23°F)* 40 min 180 min x 2

5°C (41°F) 20 min 90 min x 2

15°C (95°F) 9 min 60 min x 2

25°C (77°F) 5 min 30 min x 2

35°C (95°F) 3 min 20 min x 2

§ Full cure 24 hours

§ All specifications based on supplied mixer

Temperature Ranges

Table I2:

Temperature Range

Concrete Service TemperatureMaximum Long Term

Concrete TempMaximum Short Term

Concrete Temp

Range I -40°C to 40°C (-40°F to 104°F) 24°C (75°F) 40°C (104°F)

Range II -40°C to 60°C (-40°F to 140°F) 43°C (109°F) 60°C (140°F)

Service temperature range: Range of ambient temperatures after installation and during the lifetime of the anchor.

Short term temperature: Temperatures within the service temperature range which vary over short intervals, e.g. day/night cycles and freeze/thaw cycles.

Long term temperature: Temperature, within the service temperature range, which will be approximately constant over significant periods of time. Long term temperatures will include constant or near constant temperatures, such as those experienced in cold stores or next to heating installations.

* Resin temperature must be at least 20°C

Table J1:

N/mm2 (MPa) Test Method

Compressive Strength 73 EN ISO 604/ASTM 696

Flexural Strength 25 EN ISO 178/ASTM 790

Flexural Modulus 3850 EN ISO 178/ASTM 790

Tensile Strength 14.6 EN ISO 527/ASTM 638

E Modulus 8029.7 EN ISO 527/ASTM 638

VOC Content A+ Rating -

PHYSICAL PROPERTIES





INSTALLATION PARAMETERS - DRILLING HOLE, CLEANING & INSTALLATION

Prior to inserting the anchor rod into the filled bored hole, the embedment depth shall be marked on the anchor rods.

1. Using a rotary hammer drill a hole into the base material to the required diameter & embedment depth for the selected anchor using a carbide drill bit.

NOTE: Not to be installed in diamond cored hole.ATTENTION Standing water in bored hole must be removed before cleaning.

1

2A. Starting from the bottom of the bored hole, blow the hole clean of debris and containments using compressed air (min. 6 bar) or with a hand pump for a minimum of two times. If the bottom of bored hole cannot be reached an extension shall be used.

• A hand pump can be used for anchor/bore sizes up to 20 mm(0.79 in.) in diameter.

• For bore holes larger than 20 mm(0.79 in.) or deeper than 240 mm(9.45 in.), compressed air (min. 6 bar) must be used.

2

2B. Brush the hole with the appropriate sized wire brush (see Table K.2) a minimum of two times. A hand brush shall be used for standard anchor embedment. If the bottom of bored hole cannot be reached a rotary percussive brush adaptor and extension shall be used.

Repeat Step 2A. The hole will be cleared once more using compressed air.

After cleaning, the bored hole must be protected against re-contamination in an appropriate manner until the mortar has been dispensed into the hole. If necessary the hold cleaning will need to be repeated directly before dispensing the mortar. If the area is surrounded by flowing water ensure the bored hole is not contaminated again once cleaned.

2

3. Attach a supplied static-mixer nozzle to the cartridge and load the cartridge in the correct dispensing tool. For every working interruption longer than the recommended working time as well for new cartridges a new static-mixer nozzle shall be used.

3





INSTALLATION PARAMETERS - DRILLING HOLE, CLEANING & INSTALLATION (CONT'D)

4. Prior to injection into the bored hole, squeeze out separately a minimum of three full strokes and discard any non-uniform mixed adhesive components until mortar shows a consistent color.

4

5. Inject adhesive starting from the bottom of the hole, fill the hole to approximately 2/3 with the adhesive. Slowly withdraw the static-mixer as the hole fills to avoid creating air pockets. For embedment larger than 190mm(7.48 in.) an extension nozzle shall be used. For overhead and horizontal installation in bored holes larger than Ø 20 mm(0.79 in.) a piston plug and extension nozzle shall be used. Observe the gel/working times given in Table I.1.

5

6 6. Push the threaded rod or rebar into the hole while turning slightly to ensure positive distribution of the adhesive until the embedment depth is reached. The anchor should be free of dirt, grease, oil and other foreign containments.

Be sure that the anchor is fully seated at the bottom of the hole and that excess mortar is visible at the top of the hole. If these requirements are not maintained, the application has to be renewed. For overhead application the anchor rod should be secured i.e. with wedges.

7. Allow the adhesive to cure to the specified time prior to applying any load or torque. Do not move or load the anchor until it is fully cured (see Table I.1).

7

8 8. After full curring, the add-on/fixture can to installed with the max torque applied by using a calibrated torque wrench.





INSTALLATION PARAMETERS - DRILLING HOLE, CLEANING & INSTALLATION (CONT'D)

hef = ho

≥ hmin

dO da

t�x

dO = hole diameterhef = effective anchorage

depthhO = depth of drilled holehmin = base material thick-

nesstfix = fixtureda = anchor diameter

Table K1:

Anchor 3/8 1/2 5/8 3/4 1

Nominal Drill Hole Ø do (in) 1/2 9/16 3/4 7/8 1-1/8

Range of anchor depth hef

and bore hole depth hO

hef,min (in) 2-3/8 2-3/4 3 3-1/2 3-7/8

hef,max (in) 7-7/8 9-1/2 12-1/2 15-3/4 18-7/8

Ø of clearance in fixture df (in) ≤ 1/2 9/16 3/4 7/8 1

Torque (MAX) tinst (ft-lbs) ≤ 15 25 45 65 100

Minimum Depth of Base Material

hmin (in) hef + 1-1/8 ≥ 4" hef + 2 do

Minimum Spacing Smin (in)2 2-3/8 3 4 4-3/4

Minimum Edge Distance Cmin (in)

ALLFASTENERS Chem Stud 3/8 1/2 5/8 3/4 1

Effective Anchorage Depth hef,rec (in) 4 4-1/2 5 6-7/8 8-1/4

Fixture Thickness tfix,min (in) 1 1-3/8 1-3/4 2-1/2 2-1/4

Rebar #3 #4 #5 #6 #7 #8 #9 #10

Nominal Ø 3/8 1/2 5/8 3/4 7/8 1 1-1/8 1-1/4

Nominal Drill Hole Ø do (in) 9/16 5/8 3/4 1 1-1/8 1-1/4 1-3/8 1-1/2





HOLE CLEANING & SETTING TOOLS

Table K2:

Anchor Ø Size (in) Drill Bit Ø (in) Wire Brush Ø, do (in) Wire Brush min. Ø (in) Piston Plug

ThreadedRod

3/8 1/2 5/8 0.475 -

1/2 9/16 3/4 0.600 -

5/8 3/4 1 0.735 1PL-5834

3/4 1 1-1/4 0.902 1PL-5834

1 1-1/8 1-5/8 1.175 1PL-7810

1-1/4 1-3/8 1-3/4 1.425 1PL-1250

Rebar

#3 9/16 5/8 0.475 -

#4 5/8 3/4 0.600 1PL-5834

#5 3/4 1 0.735 1PL-5834

#6 1 1-1/4 0.920 1PL-5834

#7 1-1/8 1-1/2 1.045 1PL-7810

#8 1-1/4 1-5/8 1.175 1PL-7810

#9 1-3/8 1-3/4 1.425 1PL-1250

#10 1-1/2 1-3/4 1.550 1PL-1250

Hole Cleaning Accessories

Part # Item

1BPUMP AF Blow Pump for Epoxy Installation 1 -

11B012 Nylon Wire Brush for 3/8 or 1/2 Hole 1 10

11SB012 9/16 Wire Brush for 1/2 Hole with Threaded Shank 1 4




11EHAN-38 12in Wire Brush Extension with T-Handle 1 -





HOLE CLEANING & SETTING TOOLS (CONT'D)

Applicator Tool - 10oz. (300mL) 18:1 Thrust Ratio

Part # Item

13CAG300 AF Epoxy Applicator Gun 10oz. (300mL) 18:1 Thrust Ratio 1 12

Compressed Air Can

Part # Item

12OF183 Compressed Air 8oz. Can 1 6

Mixer Nozzle and Extension TubesRecommended for use with deep embedment applications.

Part # Item

1SN20AF Epoxy Standard Mixing Nozzle - Suits PF18 & VF22PRO

25 1000

1E25-6 6ft Plastic Extension Tubing for Adhesive Anchoring 1 6





NOTES

PAGE 2:Typical characteristic and design resistance performance with 5.8 grade studding and associated installation data All data is based on correct installation - see instructions No influence of edge and spacing Minimum base material thickness hef +30mm >100mm for M8 to M12 and for M16 to M30 hef +2 d hef range minimum or 4d whichever is greatest to 20d Concrete strength C30/37 - fc cube = 37N/mm2 (32MPa) 5.8 grade stud Temperature range I maximum long term / short term temperature +24/40oC

PAGE 3-4:Design Resistance with various stud strengths, material and rebar. Note 1 for stainless steel tensile strength is 500N/mm2 (500MPa) Note 2 for stainless steel tensile strength is 700N/mm2 (500MPa) Data shown below the minimum embedment depth is for reference only. Please refer to manufacturer for advice.

PAGE 5:Characteristic and Design Load resistances based on characteristic bond strengths for hef 4d (minimum embedment) to 20d All data is based on correct installation - see instructions No influence of edge and spacing Minimum base material thickness hef +30mm >100mm for M8 to M12 and for M16 to M30 hef +2 d hef range minimum or 4d whichever is greatest to 20d Concrete strength C30/37 - fc cube = 37N/mm2 (32MPa) Temperature range i maximum long term / short term temperature +24/40oC

PAGE 5-6:Bond Strength Factors Select concrete strength and environmental condition and apply to bond strength table on page 6 & 7

PAGE 7-8:Material Properties for grades of other threaded rod and rebar All grades shown for information M30 studding is 8.8 grade instead of 5.8 grade. >M27 for A4-70 tensile strength of 500N/mm2, instead of 700N/mm2 M30 for A4-70 tensile strength of 500N/mm2 (500MPa), instead of 700N/mm2 (700MPa) Safety factor is 1.5 tension and 1.25 shear for all carbon steel Safety factor is 1.87 for stainless steel, up to M24, M27 to M36 is 2.86 Safety factor is 1.56 for stainless steel in shear, up to M24, M27 to M36 is 2.37 Safety factor is 1.4 tension and 1.5 shear for BSt 500 rebar Partial Safety Factors for page 3: 1.5 for all sizes studs

IMPORTANT: Information, specifications, procedures and recommendations provided (“information”) are based on our experience and we believe this to be accurate. No representation, guarantee or warranty is made as to the accuracy or completeness of the information or that use of the product will avoid losses or damages or give desired results. It is purchaser’s sole responsibility to test and determine the suitability of any product for the intended use. Tests should be repeated if materials or conditions change in any way. No employee, distributor or agent has any right to change these facts and offer a guarantee of performance.

NOTE TO USER: by ordering/receiving product you accept the ALLFASTENERS General Terms and Conditions of Sale applicable in the region. Please request a copy if you have not received these. These Terms and Conditions contain disclaimers of implied warranties (including but not limited to disclaiming warranties of fitness for a particular purpose) and limits of liability.

TECHNICAL DATA SHEET: VF22PRO CHEMICAL INJECTION …havi ng be en te ste d at a re duce d surf ac e are a to vol um e ra ti o of1 , 00mm² per1 lit re of wate r. This mate ria li s

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