ANCHOR TECHNOLOGY€¦ · Anchor Design, Coatings & Material 4 – 5 W-BS Concrete Screw 6 – 11 W-FA & W-FAZ Fix Anchor 15 – 18 W-HAZ High-Performance Anchor 19 – 22 W-ED Drive-In

High quality anchors for a professional solution to your fastening application.

ANCHOR TECHNOLOGY

OVER 15,000PRODUCTS

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2 ANCHOR TECHNOLOGY

SECTION PAGE

Anchor Design, Coatings & Material 4 – 5

W-BS Concrete Screw 6 – 11

W-FA & W-FAZ Fix Anchor 15 – 18

W-HAZ High-Performance Anchor 19 – 22

W-ED Drive-In Anchor 23 – 26

AMO Screw 27 – 33

WIT Chemical Injection Range 34 – 45

Accessories 46 – 48

W-UR Plastic Frame Anchor 49 – 67

CONTENTS

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3 ANCHOR TECHNOLOGY

WURTH SOFTWARE FOR ANCHOR DESIGNThe Wurth Anchor Design Software enables intuitive design of post installed anchors into concrete.

Compliance & Design Methods

In accordance with the National Construction Code, Wurth‘s software incorporates SA TS 1021:2015 - Design of post-installed and cast-in fastenings for use in concrete. The performance of our anchors is underpinned by comprehensive European Technical Assessments which are compliant with Australian requirement.

Design Details & Features

• Intuitive dimensioning and configuring modules enable effecient design.• Ability to run multiple load scenarios including fire and seismic cases.• Most economic solutions are in built into automatic anchor selection, giving specifiers the confidence

that their solutions are efficient.• Detailed design verification can be generated in line and referencing SA TS 101.• Built in access to product ordering data, installation videos, CAD/BIM data, certifications and

approvals/assessments.

Contacts & Support

• For further information and assistance, contact Wurth Australia on 1300 65 77 65.

ANCHOR DESIGN SOFTWARE

4 ANCHOR TECHNOLOGY

ANCHOR COATINGS AND MATERIAL

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01 2411

Are you within (exterior or interior) a veryaggressive industrial plant, such as a

plating shop, chemical plant?

Very High(Industrial)Corrosivity

CategoryC5-1

Yes

No

Are you on an offshore structure, a jetty or within a few hundred metres of the ocean?

Very High(Marine)

CorrosivityCategory

C5-M

Yes

No

Are you between a few hundred metres and a kilometre from the ocean, or within 100 metres of the

shore of a sheltered coastal area?

Are you in or around (within a kilometre or two) an industrial plant, or within a damp, humid

building with fumes?

HighCorrosivity

CategoryC4

MediumCorrosivity

CategoryC3

InlandTropicalCategory

T

LowCorrosivity

CategoryC2

Very LowCorrosivity

CategoryC1

Yes

Yes

Yes

Yes

Yes

Are you between a kilometre and 20 to 50 km (depending on winds, topography) from the ocean or between 100 metres and a kilometre of the shore of a

sheltered coastal area?

Are you within several kilometres downwind of an industrial plant, or within a damp, humid building?

No

Are you in an exterior tropical region?Monsoonal area?

No

Are you in an exterior location (not covered above), or in a non-heated,

non-air-conditioned building?

No

No

Are you in a dry, continually heatedor air-conditioned building?

No

Repeat determination

Wurth Coatings

A2K - Blue Zinc Passivated• Internal use only, in dry areas• Class 1 Finish to Australian Standards• ISO Category C1

TZN/HDG - Hot Dip Galvanised• Exterior use• Class 3 Finish to Australian Standards• Do not use within 1 km of the coastline• ISO Category C2/C3

A2/304 Stainless Steel• External use, will "tea stain" when

exposed to salty atmosphere• Class 4 to Australian Standards• ISO Category C4

A4/316 Stainless Steel• Exterior use, performs well near

coastal areas• Class 4 to Australian Standards• ISO Category C4

HCR Stainless Steel• For use in aggressive environments• Class 4 to Australian Standards• ISO Category C51, C5M

Consider the material being attached to the anchor, avoid dissimilar metals.

5 ANCHOR TECHNOLOGY

THE FASTEST, HEAVY DUTY ANCHOR ON THE MARKET!

Wurth Anchors deliver what they promise. Through our own development and production, we offer fully NCC compliant post installed anchoring solutions. Numerous experts, state-of-the-art production technology and many years of experience guarantee reliable fastening solutions.100% reliability and 0% complicated: This is how Wurth Anchoring Systems make it easy.

www.wurth.com.au

THE CONCRETE SCREW FROM WURTH

100 % RELIABILITY. 0 % COMPLICATED.

ANCHORCOMPETENCE

6 ANCHOR TECHNOLOGY

W-BS CONCRETE SCREW

06 2007

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1. Areas of use: • Individual attachment, Size 6–14: Normal concrete 20MPa to 50MPa

(cracked and uncracked concrete) • Multiple attachment, Size 5 and 6: Anchoring non-load-bearing

systems in cracked and uncracked concrete• Attachment in prestressed concrete hollow slab ceilings, Size 6• •Suitable for attachment of metal constructions, metal profiles,

brackets, foot plates, supports, cable conduits, pipes, railings, machines etc.

• Can also be used in concrete < 20MPa and pressure-resistant natural stone (without approval)

• W-BS/S (galvanized steel) can be used in dry indoor rooms• W-BS/A4 (A4 stainless steel) may be used in dry indoor rooms,

outdoors (including industrial atmosphere and near the sea) or in humid rooms if no especially aggressive conditions exist

2. Advantages:• High load-bearing capacities• Small axial spacings and edge spacings thanks to very minor

spreading effect

• Very quick and easy installation • No mounting torque required • Can be loaded immediately – no waiting times• Extremely flexible in use, as there are three anchoring depths (size 6 –

14) and a large selection of types • Same performance data for galvanized and A4 stainless steel versions• Adjustment of the attachment possible up to two times after installation

(size 8 – 14) for alignment of railings or anchor plates, for example (observe installation instructions in approval or enclosed leaflet)

3. Properties:• Approval

ETA-16/0043 for individual attachment, Size 6–14 Option 1, cracked and uncracked concrete ETA-16/0128 for multiple attachment in concrete (Size 5 and 6) and attachment in prestressed concrete hollow slab ceilings (Size 6)

• Fire resistance: R30, R60, R90, R120; Technical Report TR020 (contained in the approvals)

• C1 seismic category rated for sizes 8-14.

Individual attachmentin cracked and uncracked concrete

Multiple attachment in concrete and prestressed concrete hollow slab ceilings

Approved for adjustability after installation to align railings etc.

Product Performance

Setting instructions

ApprovalsEuropean Technical Approval

Option 1 for cracked and uncracked concrete

Multiple attachment of non-load-bearing systems

Fire resistance

Technical ReportTR 020R30 – R120

Size 6 – 14 SeismicC1 CategorySize 8 – 14

7 ANCHOR TECHNOLOGY06 2008

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W-BS CONCRETE SCREW

Dia.Washer Dia.[mm]

Attachment height tfix [mm]

Total length L [mm]

Length of the anchor in the concrete hnom [mm]

Drill bit dia d0 [mm]

Drill hole depth h1 [mm]

Wrench size [mm]

Art. No. A2K Blue Zinc Passivated

Art. No.Zinc Flake(ZFSH)

Art. No.A4 Stainless Steel

P. Qty.

tfix 1 tfix 2 tfix 3 hnom1 hnom2 hnom3 H1.1 H1.2 H1.3

6 15

15 10 – 50

35 40

–

6 40 45

–

13

5929 126 015 5929 326 015 -

10025 20 5 60

55 605929 126 025 5929 326 025 -

45 40 25 80 5929 126 045 5929 326 045 -65 60 45 100 5929 126 065 5929 326 065 -

8 1635 25 15 80

45 55 65 8 55 65 75 135929 128 035 5929 328 035 5929 228 035

5055 45 35 100 5929 128 055 5929 328 055 -95 85 75 140 5929 128 095 5929 328 095 -

10 2025 5 – 80

55 75 –

10 65 85 –

155929 121 025 5929 321 025 -

25

45 25 15 100 85 95 5929 121 045 5929 321 045 5929 221 045

12 2315 – – 80

65 – –

12 75 – –

175929 122 015 5929 322 015 -

45 25 10 110 85 100 95 110 5929 122 045 5929 322 045 -

14 285 – – 80

75–

– 14 85–

– 215929 124 005 5929 324 005 -

35 10 – 110 100 110 5929 124 035 5929 324 035 -

W-BS/S concrete screw, with hexagon head and pressed-on washer, Type S

Dia. Head Dia.[mm]


Total length L [mm]




Torx drive [mm]



P. Qty.


6 1315 10 – 50

35 40 –

6 40 45 –

TX305929 136 015 -

10045 40 25 8055 60

5929 136 045 -50 45 30 85 - 5929 236 050

8 20 35 25 15 80 45 55 65 8 55 65 75 TX40 5929 138 035 - 5010 22 35 15 5 90 55 75 85 10 65 85 95 TX50 5929 131 035 5929 231 035 25

W-BS/S concrete screw, Blue Zinc Passivated with countersunk head, Type SK 90° countersunk head

Dia. Head Dia.[mm]


Total length L [mm]




Torx drive [mm]



P. Qty.


6 1525 20 5 60

35 40 55 6 40 45 60 TX305929 146 025 -

10045 40 25 80 - 5929 246 04565 60 45 100 5929 146 065 -

W-BS/S concrete screw, Blue Zinc Passivated with pan head, Type P

https://eshop.wurth.com.au/-/5929121025.sku/en/US/AUD/





































8 ANCHOR TECHNOLOGY

W-BS CONCRETE SCREW

06 2009

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Anchor size

Head Dia.[mm]


Total length L [mm]


Drill bit nominal dia d0 [mm]


Torx drive [mm]


P. Qty.


6 18 5 – – 40

35– –

6 40– –

TX305929 156 005

10025 20 5 60 40 55 45 60 5929 156 025

Anchor size

Stepped thread


Total length L [mm]




Wrench size [mm]


P. Qty.


6 M8/M100 – – 35 35 – –

640 – –

135929 176 001

50– – 0 55 – – 55 – – 60 5929 176 002

Anchor size

Con-necting thread[mm]


Total length L [mm]




Wrench size [mm]


P. Qty.


6 M8 x 16 60 55 40 95 35 40 55 6 40 45 60 10 5929 186 060 100

W-BS/S concrete screw, Blue Zinc Passivated with large pan head, Type P

W-BS/S concrete screw, Blue Zinc Passivated with inside thread, Type I

W-BS/S concrete screw, Blue Zinc Passivated with stud screw with countersunk head, Type ST

Anchor size

Connect-ing Thread [mm]


Total length L [mm]




Wrench size [mm]

Art. No. A4 Stainless Steel

P. Qty.


10M12 x 35 60 40 30 140

55 75 85 10 65 85 95 95929 261 060

25M12 x 55 80 60 50 160 5929 261 080

W-BS/A4 concrete screw, stainless steel A4 with stud screw, Type ST









9 ANCHOR TECHNOLOGY 06 2010

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W-BS CONCRETE SCREW

Installation characteristics in concreteAnchor size [mm] 5 6 8 10 12 14Length of the anchor in the drilled hole hnom [mm] 35 35 40 55 45 55 65 55 75 85 65 85 100 75 100 115

Minimum axial spacing smin [mm] 35 35 40 40 50 50 50 70 50 70Axial spacing scr,N [mm] 81 81 93 132 105 129 156 129 180 204 150 201 240 174 237 276Minimum edge spacing cmin [mm] 35 35 40 40 50 50 50 70 50 70Edge spacing ccr,N [mm] 40.5 40.5 46.5 66 52.5 64.5 78 64.5 90 102 75 100.5 120 87 118.5 138Minimum component thickness hmin [in mm] 80 80 100 100 120 100 130 120 130 150 130 150 170

Drill nominal dia. d0 [mm] 5 6 8 10 12 14Drill cutting edge dia. dcut ≤ [mm] 5.40 6.40 8.45 10.45 12.50 14.50Drill hole depth h1 [mm] 40 40 45 60 55 65 75 65 85 95 75 95 110 85 110 125Through-hole in the compo-nent being connected df ≤ [mm] 7 8 12 14 16 18

Max. torque for anchoring Tinst = [Nm] 8 10 20 40 60 80

Installation characteristics in pre-stressed concrete hollow slab ceilingAnchor size [mm] 6Minimum axial spacing smin [mm] 100Minimum edge spacing cmin [mm] 100Minimum distance between the anchor groups amin [mm] 100Distance between the cavity axes lc ≥ [mm] 100Distance between the pre-stressed strands lp ≥ [mm] 100Distance between the pre-stressed strand and drilled hole ap ≥ [mm] 50Drill nominal dia. d0 [mm] 6Through-hole in the component being connected df ≤ [mm] 8Max. torque for anchoring Tinst = [Nm] 10

10 ANCHOR TECHNOLOGY

W-BS CONCRETE SCREW

06 2011

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Performance data in concrete – Individual attachmentAnchor size [mm] 6 8 10 12 14Length of the anchor in the drilled hole hnom [mm] 40 55 45 55 65 55 75 85 65 85 100 75 100 115

Perm

issi

ble

cent

ral

tens

ile lo

ad1)

of

one

indi

vidua

l an

chor

w

ith n

o ed

ge in

flu-

ence

Tensile zone(cracked concrete 20MPa)2), s ≥ 3 hef, c ≥ 1.5 hef

Nperm [kN] = 20MPa2)

1.0 1.9 2.4 4.3 5.7 4.3 8.0 9.6 5.7 9.4 12.3 7.6 12.0 15.1

Pressure zone(uncracked concrete 20MPa)2), s ≥ 3 hef, c ≥ 1.5 hef

1.9 4.3 3.6 5.7 7.6 5.7 9.5 11.9 7.6 13.2 17.2 10.6 16.9 21.2

Perm

. She

ar lo

ad1)

of o

ne in

divid

ual

anch

orw

ith n

o ed

ge in

flu-

ence

Tensile zone(cracked concrete 20MPa)2), c ≥ 10 hef

Vperm [kN] = 20MPa2)

3.0 3.3 3.6 4.8 6.4 4.8 15.9 16.2 6.1 18.8 20.0 7.6 24.1 26.7

Pressure zone(uncracked concrete 20MPa)2), c ≥ 10 hef

3.3 3.3 5.0 6.8 8.1 6.8 16.2 16.2 8.5 20.0 20.0 10.6 26.7 26.7

Permissible bending torque Mperm [Nm] 4.8 12.4 26.7 53.8 88.1

Permissible load under fire load (R30, R60, R90, R120) see European Technical Approval ETA-06/0043

Performance data in concrete – Multiple attachmentAnchor size [mm] 5 6Length of the anchor in the drilled hole hnom [mm] 35 35 55

Multiple attachment of non-load-bearing sys-tems in concrete3) Nperm [kN] ≥ 20MPa 0.6 0.6 3.64)

Perm

. She

ar lo

ad1)

of o

ne in

divid

ual

anch

orw

ith n

o ed

ge in

flu-

ence

Tensile zone(cracked concrete 20MPa)2), c ≥ 10 hef


2.0 2.0 3.3

Pressure zone(uncracked concrete 20MPa)2), c ≥ 10 hef

2.1 2.8 3.3

Permissible bending torque Mperm [Nm] 2.5 4.8

Permissible load under fire load (R30, R60, R90, R120) see European Technical Approval ETA-06/0128

Performance data in pre-stressed concrete hollow slab ceiling – Multiple attachmentAnchor size [mm] 6Mirror thickness [in mm] ≥ 25 ≥ 30 ≥ 35

Multiple attachment of non-load-bearing systems in pre-stressed concrete hollow slab ceiling5)

Fperm [kN] 0.4 0.8 1.2

1) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. For the combination of tensile and shear loads, for edge influence and anchor groups, please refer to the Guideline for European Technical Approval (ETAG), Appendix C.

2) The concrete has normal reinforcement. Higher values are possible for higher concrete strengths.3) The permissible loads were determined without axial and edge influence.4) Number of attachment points ≥ 3 and at least 1 anchor per attachment point yields the load for each attachment point Fperm ≤ 1.4 kN or the number of attachment points ≥ 4 and at least 1 anchor per attachment point yields the load per

attachment point Fperm ≤ 2.1 kN. The permissible loads can be increased if it can be shown in the measurement that the requirements on the strength and rigidity of the component to be attached are fulfilled in the limit condition of service-ability and the load-bearing capacity even after failure of an anchor.

5) The installation data must be observed.



www.wurth.com.au


HEAVY DUTY, TORQUE CONTROLLED, MECHANICAL EXPANSION ANCHOR:

THE FIX ANCHOR FROM WURTH.

ANCHORCOMPETENCE


W-FAZ FIXING ANCHOR

06 2027

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W-FAZ/S, A2K Blue Zinc Passivated

Individual attachment:Cracked and uncracked concrete

Product Performance

1. Areas of use• Individual attachment: Normal concrete 20MPa to 50MPa (cracked

and uncracked concrete) • Suitable for attaching metal structures, metal profiles, brackets, foot

plates, supports, cable conduits, pipes, railings, wood structures, beams etc.

• For use in concrete < 20MPa and pressure-resistant natural stone (without approval)

• W-FAZ/S may only be used under the conditions of dry interior rooms

2. Benefits• High loads, small axial and edge spacing• Time-saving through-bolt mounting• Can be loaded immediately – no waiting times• The fixing anchor cone with patented plastic coating enables reliable

expansion in cracked concrete later on

• Reduced anchoring depth – minimized drilling and time expenditure and a flexible range of applications

3. Features• Torque-controlled spreading anchor made of galvanized steel• Approval:

ETA-99/0011 for individual attachment Option 1, uncracked and cracked concrete

• Fire resistance: W-FAZ/S (M8 – M16) F30, F60, F90 and F120; fire load as per DIN 4102-2:1977-09 (standard temperature time curve) Fire resistance: W-FAZ/S R30, R60, R90, R120; Technical Report TR020 (contained in ETA-99/0011)


Produce the drill hole

Knock in the anchor with a mason's mallet or machine setting tool

Set the anchor in place

Apply torque

Clean the drill hole

Approvals Test reportsEuropean Technical ApprovalOption 1 for cracked and uncracked concrete

Fire resistance


M8–M27 Fire resistanceDirect flameeffect


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W-FAZ FIXING ANCHOR

Dia. Standard anchoring depth Reduced anchoring depth Overall length L [mm]

Wrench size[mm]

ApprovalETA

Art. No.A2K Blue Zinc Passivated

P. Qty.Attachment

height tfix [mm]Drill hole dia. x depth [mm]

Effective anchoring depth hef [mm]

tfix [mm] Drill hole dia. x depth [mm]

hef [mm]

M8

10

8 x 60 46

21

8 x 49 35

75

13

ETA

-99/

0011

5928 208 010

10015 26 80 5928 208 01530 41 95 5928 208 03050 61 115 5928 208 050

M10

10

10 x 75 60

30

10 x 55 40

90

17

5928 210 010

5015 35 95 5928 210 01520 40 100 5928 210 02030 50 110 5928 210 03050 70 130 5928 210 050

M12

15

12 x 90 70

35

12 x 70 50

110

19

5928 212 015

2520 40 115 5928 212 02030 50 125 5928 212 03050 70 145 5928 212 050

M16

5

16 x 110 85

25

16 x 90 65

125

24

5928 216 005

2015 35 135 5928 216 01525 45 145 5928 216 02550 70 170 5928 216 050

M20 30 20 x 125 100 – – – 165 30 5928 220 03010

M24 30 24 x 145 115 – – – 190 36 0904 522 401

W-FAZ/S Fixing Anchor.






















W-FAZ FIXING ANCHOR

06 2029

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1) �The�part-safety�coefficients�of�the�resistances�regulated�in�the�approval�and�a�part-safety�coefficient�of�the�effects�of�γF =�1.4�have�been�taken�into�account.�For�the�combination�of�tensile�and�shear�loads,�for�edge�influence�and�anchor�groups,�please�refer�to�the�Guideline�for�European�Technical�Approval�(ETAG),�Appendix�C.

2)� The�concrete�has�normal�reinforcement.�Higher�values�are�possible�for�higher�concrete�strengths.3)�Use�is�limited�to�the�anchoring�of�statically�undefined�systems.

Performance dataAnchor diameter [in mm] M8 M10 M12 M16 M20 M24 M27Standard anchoring depth/ Reduced anchoring depth

hef/hef,red [mm] 46 353) 60 40 70 50 85 65 100 115 125 125

Perm. cen-tered tensile load1) of a single�anchor�with�no�edge�influence

Tensile zone (cracked�concrete�20MPa2), s�≥�3�hef,�c�≥�1.5�hef) Nperm [kN] =

20MPa2)

2.4 2.4 4.3 3.6 7.6 6.1 11.9 9.0 17.1 21.1 19.0 24.0

Pressure zone (uncracked�concrete�20MPa2), scr,sp�and�ccr,sp see ap-proval

5.7 3.6 7.6 4.3 11.9 8.5 16.7 12.6 24.0 29.7 33.6 33.6

Perm. shear load1) of�one�individ-ual�anchor�with�no�edge�influence

Tensile zone (cracked�concrete�20MPa2), c�≥�10�hef) Vperm [kN] =

20MPa2)

7.0 7.4 7.0 7.4 11.5 11.4 10.4 10.4 17.1 17.1 14.5 14.5 31.4 31.4 21.6 21.6 37.1 43.9 59.2 67.1 67.1

Pressure zone (uncracked�concrete�20MPa2), c�≥�10�hef)

7.0 7.4 7.0 7.4 11.5 11.4 11.5 11.4 17.1 17.1 17.1 27.5 31.4 31.4 30.2 30.2 37.1 43.9 65.1 70.6 94.1

Permissible bending torque Mperm [Nm] 13.1 14.9 13.1 14.9 26.9 29.7 26.9 29.7 46.9 25.6 46.9 - 123.4 114.3 123.4 - 195.0 231.6 513.1 448.8 760.9

Permissible load under fire load (R30, R60, R90, R120)�see�European�Technical�Approval�ETA-99/0011

Fire resistance

F30 [kN] 2.0 9.0 – – 5.6 15.0 – – 9.0 19.0 – – 16.0 30.0 – – – – – – –

F60 [kN] 1.0 5.0 – – 2.2 9.0 – – 3.5 12.0 – – 7.0 15.0 – – – – – – –

F90 [kN] 0.65 1.8 – – 1.3 4.0 – – 2.0 5.0 – – 4.3 7.5 – – – – – – –

F120 [kN] 0.5 1.0 – – 0.8 2.0 – – 1.3 3.0 – – 3.0 6.0 – – – – – – –

Characteristic valuesAnchor diameter [mm] M8 M10 M12 M16 M20 M24 M27Standard anchoring depth/ Reduced anchoring depth

hef/hef,red [mm] 46 353) 60 40 70 50 85 65 100 115 125

Setting depth hnom [mm] 52 41 68 48 80 60 97 77 114 133 146

Axial spacing scr,N [mm] 138 105 180 120 210 150 255 195 300 345 375

Edge spacing ccr,N [mm] 69 52.5 90 60 105 75 127.5 97.5 150 172.5 187.5

Standard component thickness hstd ≥ [mm] 100 – 120 – 140 – 170 – 200 230 250

Minimum axial spacing smin ≥ [mm] 40 40 – – 45 45 – – 60 60 – – 60 65 – – 95 90 100 100 125 125

Cracked�concrete Uncracked�concrete for c ≥ [mm] 70 80 – – 70 70 – – 100 120 – – 100 120 – – 150 180 180 180 300 300

Minimum edge spacing cmin ≥ [mm] 40 50 – – 45 50 – – 60 75 – – 60 80 – – 95 130 100 100 180 180

Cracked�concrete Uncracked�concrete for s ≥ [mm] 80 100 – – 90 100 – – 140 150 – – 180 150 – – 200 240 220 220 540 540

Minimum component thickness hmin ≥ [mm] 80 80 100 80 120 100 140 140 – – –

Minimum axial spacing smin ≥ [mm] 40 40 50 50 45 60 50 50 60 60 50 50 70 80 65 65 – – – – – –

Cracked�concrete Uncracked�concrete for c ≥ [mm] 70 80 60 60 90 140 100 100 100 120 160 160 160 180 170 170 – – – – – –

Minimum edge spacing cmin ≥ [mm] 40 50 40 40 50 90 65 65 60 75 65 100 80 90 100 170 – – – – – –

Cracked�concrete Uncracked�concrete for s ≥ [mm] 80 100 185 185 115 140 180 180 140 150 250 185 180 200 250 65 – – – – – –

Nom. drill dia. d0 [mm] 8 10 12 16 20 24 28

Drill cutting edge dia. dcut ≤ [mm] 8.45 10.45 12.5 16.5 20.55 24.55 28.55

Drill hole depth h1 [mm] 60 49 75 55 90 70 110 90 125 145 160

Through-hole in the component being connected df ≤ [mm] 9 12 14 18 22 26 30

Torque for anchoring Tinst = [Nm] 20 25 45 90 160 200 300

W-FAZ/S,�A2K�Blue�Zinc�PassivatedW-FAZ/S,�A2K�Blue�Zinc�Passivated�with� large�washerW-FAZ/S,�A2K�Blue�Zinc�Passivated�with �large�washer�as�per�DIN�EN�ISO�7094� (DIN�440)

W-FAZ/A4, A4�Stainless�steelW-FAZ/A4, A4�Stainless�Steel�with�large�washerW-FAZ/HCR Highly�Corrosion-resistant�Steel�(1.4529)




W-FA FIXING ANCHOR

06 2051

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W-FA/S A2K, Blue Zinc PassivatedW-FA/F, Hot galvanized steel


Drill hole Knock in anchor with mason's mallet or machine setting tool

Set anchor in place

Apply torqueClean drilled hole

1. Areas of Application• Can be used for medium to heavy loads• �Suitable�for�fastening:�Metal�structures,�metal�profiles,�brackets,�foot�

plates, supports, cable conduits, piping, wooden structures, beams, purlins, etc.

• With European Technical Approval, the anchor may be used in reinforced or non-reinforced standard concrete of a strength class of at least 20MPa and at most 50MPa in accordance with EN 206-1:2000-12

• Can be used in < 20MPa concrete and pressure-resistant natural stone (without approval)

• The anchor may only be used for anchoring under a predominantly static or quasi-static (e. g. facade, railing) load

• Individual fastening: Anchoring with European Technical Approval in uncracked concrete (concrete pressure zone)

• W-FA/S and W-FA/F may only be used under the conditions of dry inside rooms

• W-FA/A4 (A4 stainless steel) may be used in dry indoor rooms, outdoors (including industrial atmosphere and near the sea) or in humid rooms if no especially aggressive conditions exist

• W-FA/HCR M6 (highly corrosion-resistant steel HCR) may be used in areas with very high corrosion stress (e.g. indoor pool atmosphere, street tunnels, poorly ventilated parking garages or parts in seawater and in a marine atmosphere)

2. Advantages• High load-bearing capacities, small axial and edge spacing• Time-saving pass-through mounting• �Two�anchoring�depths�→�Versatile�in�use�for�medium-�and�heavy-load�

applications

• Can be loaded immediately – No wait times• Mounting reliability ensured through the application of the prescribed

torques when anchoring

3. Properties• Force-controlled/torque-controlled spreading anchor made of

electrogalvanized and hot galvanized steel in sizes M6, M8, M10, M12, M16 and M20

• Approvals: ETA-02/0001 for individual fastening Option 7, uncracked concrete, galvanized steel (M6 – M20) and hot galvanized (M8 – M20); Measured as per the "European Technical Approval Guideline (ETAG) of Metal Anchors for Use in Concrete", Appendix C, measuring procedure A

• Fire resistance: W-FA/S (M6 – M20) F30, F60, F90 and F120 Fire load in accordance with DIN 4102-02: 1977-09 (Standard temperature-time curve)

• Torque-controlled expanding anchors made of A4 stainless steel and HCR highly corrosion-resistant steel

• Approvals: ETA-02/0001 for individual attachment Option 7, uncracked concrete, A4 stainless steel ETA-06/0162 for multiple attachment of non-load-bearing systems Uncracked and cracked concrete, A4 stainless steel and HCR highly corrosion-resistant steel (M6)

• Fire resistance: W-FA/A4, W-FA/HCR F30, F60, F90 and F120; fire�load�according�to�DIN�4102-2:1977-09�(ETK�–�Einheits-Temperaturzeitkurve (standard temperature time curve)) Fire resistance: W-FA/A4, W-FA/HCR, M6 R30, R60, R90 and R120; TR020 (contained in ETA-06/0162) Fire�resistance:�W-FA/HCR�(M6)�fire�load�according�to�ZTV-ING�Part�5�(ETK-Tunnel-Brandraumkurve�(ETK�tunnel�fire�space�curve))

Individual attachment: Uncracked concreteMultiple attachment:Cracked and uncracked concrete, M6

Approvals Test reportsEuropean Technical Approval

Option 7 for uncracked concrete. Multiple attachment of non-load-bearing systems in concrete

Fire resistance

technical reportTR 020R30 – R120

Fire resistanceDirect�flame�effect

Product Performance


AUS.

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W-FA FIXING ANCHOR

W-FA/S Fixing Anchor, with small washer

Individual attachment (M6 – M20):Uncracked concrete (ETA-02/0001)

Multiple attachment: Cracked and uncracked concrete(M6: ETA-06/0162)

Two anchoring depths:

Anchor dia.in mm

Fastening height tfix / tfix,red [in mm]

Total length l [in mm]

Effective anchoring depthh ef/hef,red

[in mm]

Thread [dia. x length]

Approval ETA Option 7


Art. No.Hot Dip Galvanised

P. Qty.

M815 / 24 80

44 / 35M8 x 45 ETA-02 5932 008 080 -

50

30 / 39 95 M8 x 60 ETA-02 5932 008 095 5932 908 09555 / 64 120 M8 x 85 ETA-02 - 5932 908 120

M10

15 / 21 90

48 /42

M10 x 45 ETA-02 5932 010 090 5932 910 09020 / 26 95 M10 x 50 ETA-02 5932 010 095 -30 / 36 105 M10 x 60 ETA-02 5932 010 105 5932 910 10545 / 51 120 M10 x 75 ETA-02 5932 010 120 5932 910 120

M12

5 75 40 M12 x 30 – 5932 012 075 -

25

15 / 30 110 M12 x 65 ETA-02 5932 012 110 5932 912 11030 / 45 125 M12 x 80 ETA-02 5932 012 125 5932 912 12550 / 65 145 M12 x 100 ETA-02 5932 012 145 5932 912 14565 / 80 160 M12 x 100 ETA-02 5932 012 160 -85 / 100 180 M12 x 100 ETA-02 5932 012 180 5932 912 180125 / 140 220 M12 x 80 ETA-02 5932 012 220 -

M1613 115 64 M16 x 60 ETA-02 5932 016 115 -

2030 / 48 15082 / 64

M16 x 90 ETA-02 5932 016 150 5932 916 15060 / 78 180 M16 x 110 ETA-02 5932 016 180 -

M20 5 / 27 150 100 / 78 M20 x 70 ETA-02 5932 020 150 - 10





























W-FA FIXING ANCHOR

06 2053

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1) ThepartsafetycoefficientsoftheresistancesregulatedintheapprovalandapartsafetycoefficientoftheeffectsofγF=1.4havebeentakenintoaccount.Forthecombinationoftensileandshearloads,foredgeinfluenceandanchorgroups,pleaserefertotheDirectiveforEuropeanTechnicalApproval(ETAG)AppendixC.

2) Theconcretehasnormalreinforcement.Highervaluesarepossibleforhigherconcretestrengths.

Performance dataAnchor diameter [in mm] M6 M8 M10 M12 M16 M20Standard anchoring depth/Reduced anchoring depth hef/hef,red [in mm] 40 30 44 35 48 42 65 50 82 64 100 78

Perm

. ce

nter

ed

tens

ile lo

ad1)

on

a s

ingl

e an

chor

w

itho

ut e

dge

influ

enc

Pressure zone (uncrackedconcrete 20MPa2), s≥3hef,c≥1.5hef)

Nperm. [kN] = 20MPa2)

4.1 2.9 5.7 5.0 7.6 6.5 12.6 8.5 17.8 12.3 24 16.5

3.6 2.9 5.7 4.3 7.6 5.7 11.6 8.5 17.9 12.3 24.0 16.5

Perm

. she

ar

load

1)

on a

sin

gle

anch

or

wit

hout

edg

e in

fluen

ce

Pressure zone (uncrackedconcrete 20MPa2), c≥10hef)

Vperm. [kN] = 20MPa2)

2.9 2.9 6.3 5.0 8.0 6.5 14.3 8.5 23.6 23.6 37.1 33.1

4.0 3.9 6.9 5.0 8.0 6.5 15.4 8.5 28.6 24.6 43.9 33.1

Permissible bending torque Mperm. [Nm]5.1 5.1 13.1 13.1 25.7 25.7 44.6 44.6 99.9 99.9 195 1955.7 5.7 13.7 13.7 28 28 48.6 48.6 113.7 113.7 231.6 231.6

Fire resistance duration

F30 [in kN]0.9 – 1.4 – 2.2 – 3.2 – 6.0 – 10.0 –0.9 – 2.3 – 3.6 – 5.2 – 9.7 – 15.0 –

F60 [in kN]0.5 – 0.8 – 1.2 – 1.8 – 3.4 – 5.25 –0.5 – 1.7 – 2.6 – 3.8 – 7.0 – 10.2 –

F90 [in kN]0.3 – 0.5 – 0.8 – 1.2 – 2.2 – 3.6 –0.3 – 1.4 – 2.2 – 3.2 – 6.0 – 8.2 –

F120 [in kN]0.25 – 0.4 – 0.6 – 0.9 – 1.7 – 2.75 –0.25 – 1.3 – 2.0 – 2.9 – 5.4 – 7.0 –

Permissible loading under fire load (R30, R60, R90, R120) seeEuropeanTechnicalApprovalETA-06/0162

Individual attachment: Uncrackedconcrete,Option7(ETA-02/0001–BlueZincPassivatedandhotgalvanizedsteel)Axial spacing scr,N [in mm] 120 90 132 105 144 126 195 150 246 192 300 234Edge spacing ccr,N [in mm] 60 45 66 53 72 63 98 75 123 96 150 117Minimum axial spacing smin [in mm] 35 35 40 40 55 55 75 100 90 100 105 140Minimum edge spacing cmin [in mm] 40 40 45 45 65 65 90 100 105 100 125 140Minimum component thickness hmin [in mm] 100 80 100 80 100 100 130 100 170 130 200 160

Characteristic values

Setting depth hnom/hnom,red [in mm] 49 39 56 47 62 56 82 67 102 84 121 99

Nom. drill dia. d0 [in mm] 6 6 8 8 10 10 12 12 16 16 20 20Drill cutting dia. dcut ≤ [in mm] 6.4 6.4 8.45 8.45 10.45 10.45 12.5 12.5 16.5 16.5 20.55 20.55Drill hole depth h1/h1,red ≥ [in mm] 55 45 65 55 70 65 90 75 110 95 130 110Through-hole in the component being connected df ≤ [in mm] 7 7 9 9 12 12 14 14 18 18 22 22

Torque while installing anchor (W-FA/S,A2KBlueZincPassivated) Tinst = [Nm] 8 8 15 15 30 30 50 50 100 100 200 200

Torque while installing anchor

Hot Dip Blue Zinc Passivated) Tinst = [Nm]

– – 15 15 30 30 40 40 90 90 120 120

6 6 15 15 25 25 50 50 100 100 100 100A4/HCR

W-FA/S, BlueZincPassivatedwithlargewasherW-FA/S,BlueZincPassivatedW-FA/F,Hotgalvanizedsteel

W-FA/A4, A4StainlessSteelW-FA/HCR M6 Highlycorrosion-resistantsteel(1.4529)



LOOKING FOR HIGH SHEAR LOAD CAPACITY?


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THE HIGH-PERFORMANCE SCREW FROM WURTH


ANCHORCOMPETENCE


W-HAZ HIGH-PERFORMANCE ANCHOR

06 2035

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Individual attachment: Cracked and uncracked concrete


Drill the hole Set anchor in place. Apply torqueClean the drilled hole

2. Advantages• High loads, small axle and edge spacing• Pass-through mounting• Can be loaded immediately – no waiting• Large range of types means a large range of applications• Reliable mounting when the prescribed torque is applied when

anchoring

3. Features• Force-controlled/torque-controlled spreading anchor in sizes M6, M8,

M10, M12, M16 and M20• European Technical Approval ETA-02/0030031 (option 1, cracked

and uncracked concrete)• Dimensioned in accordance with the “Guideline for European Technical

Approval (ETAG) of Metal Anchors for Use in Concrete,” Appendix C, measurement process A

• Fire resistance: R30, R60, R90 and R120: Technical Report TR 020 “Assessment of anchoring in concrete with regard to fire resistance (included in ETA-02/0031)”; F30, F60, F90 and F120: Fire load in accordance with DIN 4102-02: 1977-09 (uniform temperature curve)

• C1 and C2 seismic action resistance: A2K M8 - M20, A4 M8 - M10 in W-HAZ-S and W-HAZ-B

1. Areas of use• Can be used for heavy loads• With a European Technical Approval, the anchor may be used in

reinforced or non-reinforced standard concrete of a strength class of at least 20MPa and at most 50MPa in accordance with EN 206: 2000-12

• Anchorage with European Technical Approval in cracked concrete (concrete tensile zone) and in uncracked concrete (concrete pressure zone)

• The anchor may be used for anchorages with primarily static loads (e.g. own weight, equipment, support materials) or quasi-static loads (e.g. facades, railings)

• For use in concrete < 20MPa and pressure-resistant natural stone (without approval)

• W-HAZ/S can be used in dry interior rooms• Suitable for fastening metal constructions, metal profiles, brackets, foot

plates, supports, cable conduits, pipes, railings, machines etc.

Approvals Test reportsFire resistanceDirect flameeffect

M8 – M20

Fire resistancetechnical report TR 020R 30 – R 120

European Technical ApprovalOption 1for cracked anduncracked concrete

Product Performance

W-HAZ-B/S, A2K Blue Zinc Passivated with

threaded bolt

W-HAZ-S/S, A2K Blue Zinc Passivated with

hexagon screw

SeismicC1 & C2 Category


AUS.

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Dia. Attachment height tfix [mm]

Total length W-HAZ-B/S L [mm]

Drill bit nominal dia. d0 [mm]

Wrench size [mm]

ApprovalETA


P. Qty.

M8

0 80

12 13

ETA-02/0031

0905 212 10150

30 110 0905 212 103 50 130 0905 212 104

25100 180 0905 212 105

M10 15 111

15 170905 215 102

45 141 0905 215 104 95 191 0905 215 105

M12 10 122

18 190905 218 102

20 40 152 0905 218 104 70 182 0905 218 105

M16 20 157

24 240905 224 102

10 50 187 0905 224 103100 237 0905 224 104 5

W-HAZ-B/S High-Performance Anchor, with threaded bolt

Dia. Attachment height tfix [mm]

Total length W-HAZ-S/S L [mm]


Wrench size [mm]

ApprovalETA


P. Qty.

M8 0 75

12 13

ETA-02/0031

0905 212 00150

30 105 0905 212 003 50 125 0905 212 004

25M10

15 10615 17

0905 215 002 45 136 0905 215 004 95 186 0905 215 005

M12 10 117

18 190905 218 002

20 40 147 0905 218 004 70 177 0905 218 005

M16 20 150

24 24

0905 224 002

10 50 180 0905 224 003

M16L 0 150 0905 224 011 30 180 0905 224 013 50 200 0905 224 015

W-HAZ-S/S High-Performance Anchor, with hexagon screw






























06 2037

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1) Thepart-safetycoefficientsoftheresistancesregulatedintheapprovalandapart-safetycoefficientoftheeffectsofγF=1.4havebeentakenintoaccount.Forthecombinationoftensileandshearloads,foredgeinfluenceandanchorgroups,pleaserefertotheGuidelineforEuropeanTechnicalApproval(ETAG)

AppendixC.2) Theconcretehasnormalreinforcement.Highervaluesarepossibleforhigherconcretestrengths.3) ForWürthW-HAZ-SK/S.


Minimum axial spacingsmin ≥ [mm] 50 60 70 80 100 100 125

for c ≥ [mm] 80 100 120 160 180 180 300

Axial spacing scr,N [mm] 150 180 213 240 300 345 375

Minimum edge spacingcmin ≥ [mm] 50 60 70 80 100 100 180

for s ≥ [mm] 100 120 175 200 220 220 540

Edge spacing ccr,N [mm] 75 90 106.5 120 150 172.5 187.5

Minimum component thickness hmin [mm] 10 120 140 160 200 230 250

Effective anchoring depth hef [mm] 50 60 71 80 100 115 125

Nom. drill dia. d0 [mm] 10 12 15 18 24 24 28

Drill cutting dia. dcut ≤ [mm] 10.45 12.5 15.5 18.5 24.55 24.55 28.55

Drill hole depth h1 ≥ [mm] 65 80 95 105 130 145 160Through-hole in the component beingconnected df ≤ [mm] 12 14 17 20 26 26 31

Torquewhileinstallinganchor

W-HAZ-B/A4 W-HAZ-B/STinst = [Nm]

– 15 35 30 55 50 90 80 170 160 160 160 280 280

W-HAZ-S/A4 W-HAZ-S/S – 15 30 30 50 50 80 80 170 160 160 160 280 280

W-HAZ-SK/A4 W-HAZ-SK/S – 10 17.5 25 42.5 55 50 70 – – – – – –

Performance dataAnchor diameter [mm] M6 M8 M10 M12 M16 M16L M20

Perm

iss.

cent

ric t

ensi

le

load

1 )onasingleanchor

withoutedgeinfluence

Tensile zone(crackedconcrete20MPa2),s≥3hefc≥15hef)

Nperm [kN] = 20MPa2)

2.4 4.3 7.6 12.3 17.1 21.1 24.0

Pressure zone(uncrackedconcrete20MPa2))Minimumaxialandedgespacing(scr,sp≥3hef,ccr,sp≥1.5hef)

7.6 7.6 11.9 16.7 24.0 29.6 33.5

Perm

iss.

she

ar lo

ad1 )

onasingleanchorw

ithoutedgeinfluence

Tensile zone(crackedconcrete20MPa2),c≥10hef)

W-HAZ-B/S/


9.1 14.0 20.5 24.5 34.3 42.3 47.9W-HAZ-S/SandW-HAZ-SK/S 10.1 15.9 20.5 24.5 34.3 42.3 47.9

Tensile zone(crackedconcrete20MPa2),c≥10hef)

W-HAZ-B/A4/ – 13.7 20.5 24.5 34.3 – –W-HAZ-S/A4andW-HAZ-SK/A4

– 12.6 19.4 24.5 34.3 – –

Pressure zone(uncrackedconcrete20MPa2),c≥10hef)

W-HAZ-B/S/ 9.1 14.0 20.7 34.3 48.0 52.1 67.1W-HAZ-S/SandW-HAZ-SK/S 10.1 17.1 27.5 34.3 48.0 59.2 67.1

Pressure zone(uncrackedconcrete20MPa2),c≥10hef)

W-HAZ-B/A4/ – 13.7 21.1 34.4 48.0 – –W-HAZ-S/A4andW-HAZ-SK/A4

– 12.6 19.4 32.6 48.0 – –

Permissible bending torque

W-HAZ-B/S/

Mperm [Nm]

6.9 17.1 34.3 60 152 152 296.6W-HAZ-S/SandW-HAZ-SK/S 6.9 17.1 34.3 60 152 152 296.6

Permissible bending torque

W-HAZ-B/A4/ – 14.9 29.7 52.6 – – –W-HAZ-S/A4andW-HAZ-SK/A4 – 11.9 23.8 42.1 – – –

Permissible loading under fire load (R30, R60, R90, R120) seeEuropeanTechnicalApprovalETA-06/0031


NEED A CONCEALED, INTERNALLY THREADED ANCHOR FOR FASTENER VERSATILITY?


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THE DRIVE-IN ANCHOR FROM WURTH


ANCHORCOMPETENCE


W-ED DRIVE-IN ANCHOR

06 2057

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W-ED/S A2K Blue Zinc Passivated, M6 – M20

Product Performance

Setzanweisung

Create drilled hole Knock in anchor until flush

Anchor with spreading tool

Secure componentApply torque

Clean drilled hole

1. Applications• W-ED/S, W-ED/S-BND and W-ED M5 may only be used in dry

interior rooms• �Suitable�for�attaching�threaded�rods,�metal�structures,�metal�profiles,�

grids, cable conduits, pipelines, mounting rails etc.• With European Technical Approval, the anchor may be used in

reinforced or non-reinforced standard concrete of a strength class of at least 20MPa and at most 50MPa in accordance with EN EN 206-1:2000-12.

2. Advantages• Low drilled hole depth• High load-bearing capacities • Easy installation due to low knock-in energy

• Visual setting check and hand protection when installing with marking-spreading tool

• �The�machine�setting�tool�simplifies�and�speeds�up�installation. Can also be used with rotary percussion.

• Can be loaded immediately – no waiting times• Attachment can easily be undone again at any time• �W-ED/S�with�collar�enables�flush-mounted�setting�and�prevents�deeper�

slipping into the drilled hole. This increases installation reliability.

3. Features• The attached part can be fastened with a securing screw or a threaded

rod• Approvals:

ETA-02/0044 for individual fastening Option 7, uncracked concrete, galvanized steel M6 – M20; ETA-05/0120 for multiple attachment of non-load-bearing systems in concrete Uncracked or cracked concrete, galvanized steel M6 – M20;

• Fire resistance: R30, R60, R90, R120: Technical Report TR 020 „Assessment of anchoring�in�concrete�with�regard�to�fire�resistance“�(included�in�ETA-05/0120); F30, F60, F90, F120: Fire load in accordance with DIN 4102-02:�1977-09�(uniform�temperature�curve)

Approvals Test reportsEuropean Technical Approval

Option 7 for uncracked concrete

Multiple attachment of non-load-bearing systems in concrete

Fire resistance

Technical ReportTR 020R30-R120

M8 - M16 Fire resistance

Direct�flame�effect

Individual fastening: Uncracked concreteMultiple attachment: Cracked and uncracked concrete


AUS.

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W-ED DRIVE-IN ANCHOR

Thread dia.

Total length L [mm]

Effective anchoring depthhef [mm]


Drilled hole depthh0 [mm]


P. Qty.

M6 30 30 8 30 0904 010 06

25M8 30 30 10 30 0904 010 08M10 40 40 12 40 0904 010 10M12 50 50 15 50 0904 010 12M16 65 65 20 65 0904 010 16

W-ED/S Drive-in anchor

1)�The�part�safety�coefficients�of�the�resistances�regulated�in�the�approval�and�a�part�safety�coefficient�of�the�effects�of�γF�=�1.4�have�been�taken�into�account.�For�the�combination�of�tensile�and�shear�loads,�for�edge�influence�and�anchor�groups,�please�refer�to�the�Guideline�for�European�Technical�Approval�(ETAG),�Appendix�C.

2) The concrete has normal reinforcement. Higher values are possible for higher concrete strengths.3) Steel quality 5.6. With a higher steel quality, higher shear load values apply.

4)� �The�permissible�loads�were�determined�without�axial�and�edge�influence.5) Steel quality 5.6. With a higher steel quality, higher permissible bending moments apply.6)� �Fire�resistance�duration:�Drive-in�anchor�W-ED/S�in�conjunction�with�screws�of�the�strength�classes�≥�5.6.7) The minimum axial spacing and the minimum edge clearance must be complied with!8) Without approval.

Performance data�(5.6�-�8.8�screw)Anchor diameter [in mm] M58) M6 M8 x 30 M8 x 40 M10 x 30 M10 x 40 M12 M16 M20

Perm

. cen

tr.

tens

ile lo

ad 1)

on

a si

ngle

an

chor

with

out

edge�influence Pressure zone

(uncracked�concrete�20MPa2),�s�≥�3�hef, c�≥�1.5�hef)

Nperm [kN] = 20MPa 2)

Frec1.4 3.3 2.8 3.6 3.3 5.1 7.1 10.5 14.3

Perm

. she

ar

load

1)

on a

sing

le

anch

or w

ithou

t edge�influence Pressure zone

(uncracked�concrete�20MPa2), c�≥�10�hef)

Vperm [kN] = 20MPa 2) 3)

Frec1.5 2.1 3.9 3.9 3.9 4.1 9.0 16.8 26.2

Multiple attachment of non-load-bearing systems in concrete 4)

Fperm [kN] ≥ 20MPa

Frec0.3 1.2 1.7 2.0 2.0 2.0 2.4 – –

Permissible bending torque 5)

Mperm [Nm] – 2.7 3.3 8.1 8.1 8.1 8.1 15.8 15.8 15.8 15.8 27.8 27.8 71.0 138.6 uncracked concrete multiple fastening

Perm. loading under fire load 4)

(Technical�Report�TR�020)For�axial�and�edge�distances, see European Technical Approval ETA-05/0120

R30; Fperm [kN] – 0.8 0.9 1.5 1.5 – –R60; Fperm [kN] – 0.8 0.9 1.5 1.5 – –R90; Fperm [kN] – 0.4 0.9 1.5 1.5 – –R120; Fperm [kN] – 0.2 0.4 1.0 1.2 – –

Fire resistance duration 6)

F30 [kN] – 1.7 1.7 3.0 – 4.7 6.9 12.5 18.0F60 [kN] – 0.7 0.7 1.5 – 2.4 3.5 5.6 8.5F90 [kN] – 0.4 0.4 0.8 – 1.3 1.8 3.5 5.5F120 [kN] – 0.3 0.3 0.6 – 1.0 1.4 2.5 4.4

Minimum axial spacing smin [mm] 60 55 60 80 100 100 120 150 160Axial spacing 7)

scr,N/scr [mm] 75 90 130 90 180 120 210 90 230 120 170 150 170 195 240 uncracked concrete multiple fasteningMinimum edge spacing cmin [mm] 95 95 95 95 115 135 165 200 260Edge distance 7)

ccr,N/ccr [mm] 37.5 45 65 45 90 60 105 45 115 60 85 75 85 97.5 120uncracked concrete multiple fasteningMinimum component thickness hmin [mm] 100 100 100 100 120 120 130 160 200

Characteristic installation values M58) M6 M8 x 30 M8 x 40 M10 x 30 M10 x 40 M12 M16 M20Minimum axial spacing smin [mm] – 50 60 80 100 100 120 150 160Minimum edge distance cmin [mm] – 80 95 95 115 135 165 200 260Minimum component thickness hmin [mm] – 100 100 100 120 120 140 160 250Effective anchoring depth hef [mm] 25 30 30 40 30 40 50 65 80Nom. drill dia. d0 [mm] 8 8 10 10 12 12 15 20 25Drill cutting dia. dcut ≤ [mm] 8.45 8.45 10.45 10.45 12.5 12.5 15.5 20.55 25.55Drill hole depth h0 [mm] 25 30 30 40 30 40 50 65 80Through-hole in the component being connected df ≤ [mm] 6 7 9 9 12 12 14 18 22Thread depth (max. screw-in depth) Lth [mm] 10 13 13 20 12 15 18 23 34Minimum screw-in depth Lsdmin [mm] 6 7 9 9 10 11 13 18 22Torque while installing anchor Tinst = [Nm] 3 4 8 8 15 15 35 60 120

Storable in ORSY®

https://eshop.wurth.com.au/-/01006%20%2025.sku/en/US/AUD/







W-ED DRIVE-IN ANCHOR ACCESSORIES

06 2059

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for drive-in anchors Art. No. P. Qty.M8 x 30 0904 022 08

1M10 x 40 0904 022 10M12 x 50 0904 022 12M16 x 65 0904 022 16M20 x 80 0904 022 20

for drive-in anchors Art. No. P. Qty.M6 x 30 0904 020 06

1M8 x 30 0904 020 08M10 x 40 0904 020 10M12 x 50 0904 020 12

Marking/spreading tool with hand guard (visual setting check)

Spreading tool (no visual setting check)

Marking-spreading tool with hand protection(→ visual setting check)

Spreading tool(→ no visual setting check)












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ANCHORCOMPETENCE

WHEN YOU NEED AN EFFICIENT TIMBER TO CONCRETE CONNECTION

THE AMO SCREW FROM WURTH


THE AMO SCREW FROM WURTH

AMO® III SCREW

06 2063

AUS.

pub

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18 ©

1. Applications• Tension-free spaced mounting for wooden, plastic and aluminium

window frames • Frame coupling• Mounting of window shackles, rotary anchors and knock-in claws

(short version of Type 3)

2. Advantages• Saves time – no anchor required• Short installation times, as no setting tools are required• Thanks to AW® drive, longer bit service life, improved force

transmission and no ejection forces• Through-bolt mounting• Can be loaded immediately – no wait time after setting• High loadability through positive locking• Removable• Virtually no spreading forces during setting

3. Properties• Spreading-pressure-free, positive locking and removable anchoring• Function of load pick-up is retained even under thermal loading• �Tested�fire-resistance�duration�of�120�minutes• Wurth Timber Connect Anchor Screws have been tested using a ‘Pull

Out Test” in 20MPa Concrete – For detailed results, see the table on reverse page.

• Wurth Timber Connect Anchor Screws are designed and manufactured based on a pull-through capacity of washer head in F5 timber with reference to: - AS1720 1-2010 Australian standard for timber structures - design (Maximum working load = 2.28kN). - EN1995 - 1-1:2005 Eurocode 5 design to timber structures part 1-1 (Maximum working load = 2.81kN).

Blue Zinc Passivated, A2K

Type 1 with AW30 Head dia. 12.0 mm

Type 2 with AW30/AW40 Head dia. 8.0 mm/11.5mm

Type 3 with AW30 Head dia. 12.5 mm

Type 4 with washer Head AW40 7.5 x 102 mm, head dia. 21 mm


Create drill hole Align�and�affix�window frame

Screw in screw Press on cover capClean drill hole

Product Performance

Test reports

Guidelines for mounting/RAL Quality AssociationThe attachment must safely transfer all planned forces�affecting�the�window�to�the�structure.�The�loads, i.e. the load of the window, the wind load and the working load, must be determined (see DIN 1055). In accordance with the respective valid building regulation, buildings and their components must be planned in such a way that the life and health of people are not endangered and public safety is not impaired. Attachment of the windows must also comply with this criterion. We recommend anchors 51, 52, 53, 55.1 and 55.2 for this application.

Window walls former DIN 18056This standard applies for window walls with an area of at least 9 m2 and a side length of at least 200 cm, consisting of a support frame (frame, posts,�bar)�with�fills�(e.�g.�glazing).�This standard does not apply to walls and glass blocks.We recommend anchors with a construction permit for this application.

Fire protection Test Report

No. 3174/0649-2

Testing of suitability for attaching a flood-proof window in accordance

with ift directive FE-07/1 by the ift Rosenheim

Testing of a fastening element: Evaluation of the test results for

practical use in window mounting by the ift Rosenheim

Testing of suitability for attaching a window to the structure with brick

masonry by the ift Rosenheim

Product Performance

Flush Head, 8.0 mm - A2KWasher Head, 12.5 mm - A2K


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AMO® III SCREW

Anchor DimensionsTotal Length

Head Dia. Art. No.A2K Blue Zinc Passivated

P. Qty

52 Type 1 with AW®3012.0Suitable�application:�Light�countersinking�with�wood�and�plastic�profiles

0234 730 52

200

72 0234 730 72102 0234 730 102152 0234 730 15272 Type 2 with AW®30

Head diameter 8.0 mm

Suitable application: Preferably for use in concrete surface with the frame materials wood and plastic

0234 830 7282 0234 830 82

102 0234 830 102

72 Type 3 with AW®30Head diameter 12.5 mm

Suitable�application:�Thanks�to�the�large�flat�head,�the�head� makes�clean�contact�on�window�profiles,�providing�advantages�when�using�cover�capsSuitable cover caps: Art. No. 0590 790 …

0234 930 72102 0234 930 102

152 0234 930 152

62 7.5mm Screw Diameter with AW40Head diameter 22.0mm

0234 940 62

50102 0234 940 102

l

Performance Data

Anchor type Type 17.5 mm

Type 27.5 mm

Type 37.5 mm

Type 211.5 mm

Fire resistance durationConcrete strength class at least 20MPa and maximum 50MPa

Centered tensile load F30 [in kN] 0.80 – 0.80 –

F60 [in kN] 0.55 – 0.55 –

F90 [in kN] 0.45 – 0.45 –

F120 [in kN] 0.40 – 0.40 –

Shear or oblique pull up to 30°

F30 [in kN] 0.50 0.50 0.50 0.50

F60 [in kN] 0.50 0.50 0.50 0.50

F90 [in kN] 0.50 0.50 0.50 0.50

F120 [in kN] 0.50 0.50 0.50 0.50

AMO III Timber Connect Screw Anchor Pullout Capacity at 45mm Edge Distance.

Hole Dia. (mm)

do

Hole Depth (mm)

ho

Screw Penetration (mm)

he

Characteristic Pullout Capacity1 in 20 Mpa Non-Cracked Concrete

(kN)

Design Pullout Capacity2 in 20 Mpa Non-Cracked Concrete

(kN)

Unseasoned Timber

Seasoned Timber

Unseasoned Timber

Seasoned Timber

J2 J3 J4 JD4 JD5 JD6 J2 J3 J4 JD4 JD5 JD6

6.5 50 40 3.30 3.30 3.30 3.30 3.30 3.30 1.90 1.90 1.90 1.90 1.90 1.90

6.5 60 50 4.10 4.10 4.10 4.10 4.10 4.10 2.40 2.40 2.40 2.40 2.40 2.40

1 The�5%�fractile�of�tested�ultimate�load�capacities,�at�90%�confidence�level.2 Calculated by applying a strength reduction factor Φ = 0.60 to the Characteristic Pullout Capacity.














AMO® III SCREW

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Gen

eral

Anchor Diameter 7.5 mm 11.5 mm

Minimum edge spacing

Concrete cmin [mm] 50 50

Chalky sandstone, solid brick, vertically perforated brick (at least 2 walls),pumice, light concrete, aerated concrete

60 60

Minimum screw-in depth

Concrete hnom ≥ [mm] 30 30

Chalky sandstone, solid brick 50 50

Vertically perforated brick (at least 2 walls), pumice, light concrete, aerated concrete

60 60

Drill bit nominal diameter

Concrete d0 [mm] 6.5 10.0

Chalky sandstone, solid brick, vertically perforated brick (at least 2 walls), pumice, light concrete

6.0 10.0

Aerated concrete No pre-drilling necessary

Drill hole depth h1 [mm] Screw-in depth + 10 mm + any existing plaster layer

Burg

lar r

esis

tanc

e W

K2

1 )

Minimum edge

spacing

Concrete ≥ B15, vert. perf. brick VPB 12, solid bricks MB, solid sand-lime bricks CS, perf. sand-lime bricks PSLB, solid bricks and solid blocks of light concrete SB/SBLC

cmin [mm] 60 -

Porenbeton PP4 100 -

Drill bit nominal

diameter

Concrete ≥ B15 d0 [mm] 10.0 -

Vert. perf. bricks VPB 12, solid bricks MB, solid sand-lime bricks CS, perf. and-lime bricks PSLB, solid bricks and solid blocks of light concrete SB/SBLC

10.0 -

Aerated concrete PP4 in wall: no pre-drilling required, in lintel 10.0

Wall thickness d ≥ [mm] 240 -

Screw-in depth hnom ≥ [mm] 60 -

Drill hole depth h1 [mm] Screw-in depth + 10 mm + any existing plaster layer

Maximum Working Load (kN) 1kN=100kg forceAnchor Screw Diameter 7.5 mm Embedment depth (mm)

Tensile Load 50 1.6

Shear Load or oblique tension load up to 30o 50 0.5

Performance in 20MPa Concrete Grade


AMO® COMBI 7.5/11.5 W-UR 10 PLASTIC FRAME-FIXING ANCHOR

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1. Applications• Tension-free spaced mounting • Fastening of windows in concrete, perforated and solid stone masonry

and wood In bricks with large pockets and solid ribs AMO® Combi + W-UR 10 XXL In perforated bricks with small pockets and thin ribs AMO® Combi + W-RD

2. Advantages• Reliable, easy mounting. The drill hole is drilled through the frame, and

if necessary the anchor for perforated bricks or reveal bricks is pushed through and then the window fastened securely and torque-free.

• Can be loaded immediately – no waiting time after setting• Versatile and flexible range of uses• Solid brick, concrete and wood: AMO® Combi can be screwed in

directly due to the hardened thread• Perforated brick: AMO® Combi in combination with W-RD• Perforated brick with large pockets: AMO® Combi in combination with

W-UR 10 XXL: always anchored in at least 2 ribs.• Measuring of the fastening can be eliminated up to the tested window

size with the tested surfaces and corresponding installation• Removable anchoring

Setting instructions Concrete

Perforated brick in conjunction with W-RD

Perforated brick with large pocketsin conjunction with W-UR 10 XXL

Predrill window frame Produce drilled hole Clean drilled hole Screw in screw

Predrill window frame Produce drilled hole Set anchor Screw in screw

Predrill window frame Produce drilled hole Set anchor Screw in screw

Product Performance Guideline for planning and executing the assembly of windows and house doors, Edition 2010 Art. No. 5995 000 000

Window walls according to former DIN 18056 or elements with an area over 9 m2 and fall-arresting glazing according to TRAV or DIN 18008-4

Test reports The attachment must safely transfer all planned forces affecting the window to the structure and the foundation. Therefore, the loads, i.e. the combined load of the window, the wind load and the working load, must be determined (see DIN 1055). In accordance with the respective valid building regulation, buildings and their components must be planned in such a way that the life and health of people are not endangered and public safety is not impaired. Attachment of the windows must also comply with this criterion.

The DIN 18056 applied for window walls with an area of at least 9 m2 and a side length of the shortest side of at least 2 m. For this application, anchors with a construction permit or a European technical approval or an approval in individual cases must be used.

For the attachment or fall-arresting glazing according to TRAV or DIN 18008-4 as well, only anchors with a construction permit or a European Technical Approval or an approval in individual cases may be used.

Component test with frame screw for fastening windows on the structure with AMO®-III-7.5 mm screw in conjunction with a plastic window in chalky sandstone masonry, Test Report No. 105 34261 of 21 November 20071)

Component test with frame anchor W-RD 10 with AMO®-III screw for fastening a plastic balcony door without side supporting and spacing blocks in POROTON plane brick T12. Test Report No. 105 44179/2 from 23 December, 20101)

Component test with frame anchor W-UR XXL with AMO® Combi screw for fastening a plastic balcony door without side supporting and spacing blocks in POROTON T8-36,5 MW. Test Report No. 11-001214-PR01 from 17 October, 20111)

1) Expertise of the ift Rosenheim in Germany of5 March, 2012 No.: 12-000288-PR01 confirms that the test reports named are also valid for the AMO® -Combi screw and the W-UR 10 XXL.

Product Performance

AMO® Combi Screw 7.5/11.5 with AW®30

Galvanized steel


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AMO® COMBI 7.5/11.5 W-UR 10 PLASTIC FRAME-FIXING ANCHOR


Gen

eral

info

rmat

ion

Minimum edge spacing

Concrete cmin [mm] 50Chalky sandstone, solid brick, vertically perforated brick (at least 2 walls), coniferous wood

60

Minimum screw-in depth

Concrete hnom,min [mm]

30Chalky sandstone, solid brick 50Vertically perforated brick (at least 2 walls), coniferous wood 60

Nominal drill bit diameter

Concrete d0 [mm] 6.5Chalky sandstone, solid brick 6.0Vertically perforated brick (at least 2 walls) 10.0 in combination with W-RDVertically perforated brick (at least 2 walls with large pockets and filling), lightweight concrete brick (with filling)

10.0 in combination with W-UR 10 XXL

Coniferous wood No predrilling requiredWindow frame AMO® Combi d [mm] 10.2 (also for use with W-RD 10)W-UR 10 XXL window frame 10.5

Drill hole depth without anchor h1 [mm] Screw-in depth + 10 mm + any existing plaster layerwith W-RD plastic frame anchor at least 80 mmwith W-UR 10 XXL plastic frame anchor at least 210 mm

Anchor dimensionsTotal length l [in mm] 135 150 180 200 242Description Art. No. W-UR 10 XXL - - - 0912 810 901 -Packing unit P. (Qty.) 100

Cover caps, flat, AW®30Color

Wood Colors Pine, spruce Oak, light Beech, larch Oak, dark Mahogany

RAL Description Pure white Sand yellow Brown beige Ocher brown Fawn brown Mahogany brown Deep blackArt. No. dia. 15 0590 730 201 - - - - - -Art. No. dia. 18 - - - - - - -Packing unit P. (Qty.) 500

Performance DataBrick format [mm]

Minimum compressive strength [N/mm2)

Screw-in depth

[mm]

Free bolt length [mm]

Centered tensile load [kN]

Traverse pull [kN]

Concrete - 20MPA 30 15 0.7 0.7Solid sand-lime brick, e.g. Silka XL Plus

248 x 175 x 488 28.0 50 15 0.6 0.6

Perforated sand-lime brick, e.g. Silka 8 DF

248 x 240 x 238 12.0 50 15 0.5 0.5

POROTON-T8-36,5-LZ-P 248 x 365 x 249 6 W-UR 10 XXL 15 - 0.5Wood (spruce) - - 60 15 0.6 0.6




W-VD-A ANCHOR RODS

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Individual fastening: Uncracked concrete

Anchor rods, Blue Zinc Passivated 5.8 & 8.8 and hot dip galvanised ETA - 09/0040

MASONRY INSERTS

Description Nom. drill dia.d0 [mm]


Anchoring depthhef [mm]

Suitable for anchor rod

Approval ETA

Art. No. P. Qty.

SH 16 x 85 16 90 85 M10ETA-13/0037

0903 44 16420SH 16 x 130 16 135 130 M10 0903 44 165

SH 20 x85 20 90 85 M12 and M16 0903 44 203

Anchoring in masonry (solid and perforated brick)

Sieve sleeves

Dia. Fastening height tfix [mm]

Total lengthL [mm]

Effective anchoring depthhef [mm]

Drill dia. d0 [mm]

Drilling hole depth h0 ≥ [mm]

Art. No.A2K Blue Zinc PassivatedGrade 5.8

Art. No.A2K Blue Zinc PassivatedGrade 8.8

Art. No.HDG


P. Qty.

M8 20 110

80 10 805915 108 110 - 5915 408 110 5915 208 110

10

60 150 5915 108 150 5915 308 150 - 5915 208 150

M10

15 115

90 12 90

5915 110 115 - - 5915 210 115 30 130 5915 110 130 5915 310 130 5915 410 130 5915 210 130 65 165 - 5915 310 165 - - 90 190 - 5915 310 190 5915 410 190 5915 210 190

M12

10 135

110 14 110

5915 112 135 - - 5915 212 135 35 160 5915 112 160 5915 312 160 5915 412 160 5915 212 160 85 210 - 5915 312 210 - 5915 212 210 95 220 - 5915 412 220 -125 250 - 5915 312 250 - 5915 212 250

M16

20 165

125 18 125

5915 116 165 - 5915 416 165 5915 216 165 45 190 5915 116 190 - 5915 416 190 5915 216 190 65 210 - 5915 416 210 - 85 230 - 5915 316 230 - -105 250 5915 116 250 - - 5915 216 250155 300 5915 116 300 5915 316 300 - 5915 216 300

M20 20 220

170 24 1705915 120 220 - 5915 420 220 5915 220 220

60 260 5915 120 260 - 5915 420 260 5915 220 260100 300 5915 120 300 - - 5915 220 300

M24 15 260

210 28 2105915 124 260 - 5915 424 260 5915 224 260

5 55 300 5915 124 300 - 5915 424 300 5915 224 300

W-VD/A4Stainless steel A4

W-VD/S Blue Zinc Passivated A2K and Hot Dip Galvanised


https://eshop.wurth.com.au/-/090344%20164.sku/en/US/AUD/

























































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FILLING WASHER WIT-SHBFor subsequent ring gap filling for mechanical and chemical anchors.

For backfilling the ring gap between the attached part and the anchor rod or fixing bolt anchor W-FAZ or concrete screw W-BS

Suitable for anchor dia. (mm)

Internal dia. (mm)

Outer dia. (mm)

Washer thickness(mm)

Suitable for injection mortar

SteelArt. No.

Stainless Steel (A4)Art. No.

Pack. Qty.

8 mm 9 mm 23m 5mm

WIT-VM 100

0903 488 408 - 20WIT-VM 250WIT-VM 500WIT-UH 300

8 mm 9 mm 23m 5mmWIT-PE 500WIT-UH 300WIT-VM 100WIT-VM 250

- 0903 488 508 2010 mm 12 mm 26mm 5mm 0903 488 410 0903 488 510 2012 mm 14 mm 28 mm 5 mm 0903 488 412 0903 488 512 2016 mm 17 mm 34 mm 5 mm 0903 488 416 0903 488 516 1020 mm 21 mm 41 mm 5 mm 0903 488 420 0903 488 520 1024 mm 25 mm 48 mm 6 mm 0903 488 424 0903 488 524 4

Application areaFilling washer WIT-SHB allows the ring gap to be subsequently back-filled – increased permissible lateral load under seismic action

NoticeWhen selecting the anchor, note that the mounting height fix increases by up to 6 mm.

InstructionsWith fixing bolt anchor W-FAZ, the filling washer WIT-SHB is additionally installed under the washer

With injection systems CONCRETESPECIALIST W-VIZ, CONCRETE-MULTI WIT-UH 300 and WIT-PE 1000, the filling washer WIT-SHB can replace the original washer

After applying the assembly torque, the included mixer reducer is used to inject the mortars WIT-VIZ, WIT-VIZ express, CONCRETE-MULTI WIT-UH 300, WIT-PE 1000, ALLROUNDER WIT-VM 250, WIT-NORDIC, WIT-PE 500, WIT-VM 100 or WIT-Express into the cross hole until mortar emerges.

Suitable chemical injection mortar:• CONCRETESPECIALIST WIT-VIZ, WIT-VIZ

express, WIT-VM 100, WIT-Express• CONCRETE-MULTI WIT-UH 300• ALLROUNDER WIT-VM 250• WIT-NORDIC• WIT-PE 500

Proof of PerformanceThe Würth filling washer WIT-SHB is included in the following approvals/evaluations:• 01.3 Concrete screw W-BS: ETA-16/0043• 02.5 Fixing anchor W-FAZ: ETA-99/0011• 23.1 Injection system W-VIZ: ETA-04/0095• 23.4 Injection system WIT-UH 300: ETA-

17/0127















www.wurth.com.au


ANCHORCOMPETENCE

INTRODUCING THE WURTH CHEMICAL INJECTION RANGE FOR CONCRETE & MASONRY


WIT-PM 200 - POLYESTER INJECTION MORTAR

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WIT-PM 200, tubular-film cartridge of 300 ml incl. 1 static mixerfor use with normal silicone application gun

Product Performance

Setting instructionsPerforated brick

Solid brick

Concrete

1. Applications• Approved for masonry of: solid brick (CB), solid sand-lime brick (SSLB),

vertically perforated brick (VPB) and perforated sand-lime brick (PSLB)• Approved for uncracked concrete, concrete compression zone (20MPa

to 50MPa)• Also suitable for: hollow blocks made of concrete and lightweight

concrete • �Suitable�for�securing�wooden�structures,�metal�structures,�metal�profiles,�

brackets, screens, plumbing objects, pipes, cable conduits etc.

2. Advantages• Styrene-free and thus especially suitable for anchoring in perforated

brick masonry• Cartridges can be used up to expiration of the best before date by

replacing the static mixer or by being closed again with sealing cap

3. Features• Uncracked concrete:

European Technical Approval ETA-12/0569• Masonry (solid and perforated brick):

European Technical Approval ETA-13/0037• 2-component reaction resin mortar, polyester styrene-free• Temperature of anchoring base during processing and hardening:

–5°C to 35°C

Individual fastening:Uncracked concrete, masonry of solid and perforated bricks

Masonry Uncracked concrete2-component reaction resin mortar, polyester styrene-free


Option 7 for uncracked concrete

Solid and perforated stone masonry and aerated concrete (b, c)

WIT-PM 200, coaxial cartridge of 420 ml


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WIT-PM 200 - POLYESTER INJECTION MORTAR

Description Contents [ml] Includes ETA approval Art. No. P. Qty.

WIT-PM 200300 Mortar cartridge of 300 ml & 1 static mixer

(for processing with a silicone application gun) ETA-12/0569ETA-13/0037

5918 242 3001/12

420 Mortar cartridge of 420 ml & 1 static mixer 5918 240 420

WIT-PM 200 accessory parts: Description Art. No. P. Qty.Application Gun for 300ml Cartridge 0891 00

1Application Gun for 420ml Cartridge 0891 003 104Static Mixer 0903 420 001

10Static Mixer Extension, 10 x 200 mm 0903 420 004

Masonry: Performance Data and Characteristic Installation ValuesAnchor diameter M8 M10 M12 M16SH Plastic Sieve Sleeve Without SH 12 x 80 Without SH 16 x 85 16 x 130 Without SH 20 x 85 Without SH 20 x 85

Solid brick ≥�CB�28Nperm [kN] 0.86 1.0 0.86 1.0 1.43 0.71 – 1.29 –Vperm [kN] 0.86 1.0 0.86 1.0 1.43 0.71 – 1.29 –

Solid sand-lime brick ≥�SSLB�20

Nperm [kN] 1.71 1.43 1.71 1.43 1.43 2.0 – 1.71 –Vperm [kN] 1.14 1.43 1.0 1.14 1.43 1.43 – 1.43 –

Vertically perforated brick ≥�VPB�12

Nperm [kN] – 0.43 – 0.57 0.86 – 1.0 – 1.0Vperm [kN] – 0.43 – 0.57 0.71 – 1.0 – 1.0

Perforated sand-lime brick

≥�PSLB�12

Nperm [kN] – 1.0 – 0.86 1.29 – 0.86 – 0.86Vperm [kN] – 0.71 – 0.71 0.71 – 0.71 – 0.71

Nom. drill dia. d0 [mm] 10 12 12 16 16 14 20 18 20Drilled hole depth h0�≥�[mm] 80 85 90 90 135 100 90 100 90Installation depth of sieve sleeve hnom = [mm] – 80 – 85 130 – 85 – 85Effective anchoring depth hef = [mm] 80 80 90 85 130 100 85 100 85Through-hole in the component being connected df�≤�[mm] 9 9 12 12 12 14 14 18 18

Torque while installing anchor Tinst�≤�[mm] 2

Uncracked concrete: Performance Data and Characteristic Installation ValuesAnchor diameter M8 M10 M12 M16 M20 M24Permissible central tensile load at 24°C/40°C(single anchor, uncracked concrete)

Nperm [kN]24°C1)/40°C2) 6.4 13.9 13.9 19.8 29.8 37.7

Permissible shear load(single anchor, uncracked concrete)

Steel, 5.8 Vperm [kN]24°C1)/40°C2) 5.1 8.6 12.0 22.3 34.9 50.3

Stainless steel A4-70

Vperm [kN]24°C1)/40°C2) 5.9 9.2 13.7 25.2 39.4 56.8

Nom. drill dia. d0 [mm] 10 12 14 18 24 28Drilled hole depth/Anchoring depth h0/hef [mm] 80 90 110 125 170 210Minimum edge distance cmin [mm] 40 50 60 80 100 120Minimum axial spacing smin [mm] 40 50 60 80 100 120Minimum component thickness hmin [mm] 110 120 140 160 215 260Through-hole in the component being connected df�≤�[mm] 9 12 14 18 22 26Torque while installing anchor Tinst�≤�[mm] 10 20 40 60 120 150

1) Maximum long-term temperature2) Maximum short-term temperature

WIT-PM 200 Injection Mortar (temperature of�anchoring�base�≥�–5°C): Masonry of perforated and solid brick, uncracked concrete








WIT-VM 250 - VINYLESTER INJECTION MORTAR

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WIT-VM 250, coaxial cartridge of 420 ml incl. 1 static mixer

Product Performance

1. Applications• Injection mortar for subsequently mortared-in reinforcement attachments

Rod dia. 8 mm – 25 mm• Approved for cracked (M12 to M30, concrete tensile zone) and

uncracked concrete (M8 to M30, concrete pressure zone), 20MPa to 50MPa

• Suitable for structural expansions, ceiling and wall attachments, bearing structure expansion, bearing structure reinforcement, securing wooden structures, metal structures, metal profiles, brackets, screens, plumbing objects, pipes, cable conduits etc.

• Injection mortar WIT-VM 250 can also be used for subsequently mortared-in reinforcement attachments

• Injection mortar WIT-VM 250 can also be used for anchors in the masonry (solid and perforated stone) and aerated concrete.

2. Advantages• Flexible and reliable subsequent expansion of attachment

reinforcement• Fast-curing.• Variable anchoring depths• Hardened injection mortar largely seals off the drill hole• Cartridge can be used up to expiration of the best before date by

replacing the static mixer or by being closed again with sealing cap

3. Features• Cracked concrete (M12 to M30) and uncracked concrete

(M8 to M30) European Technical Approval ETA-12/0164• Subsequently mortared-in reinforcement attachments, see Info :

ETA-12/0166, Z-21.8-2003 (only coaxial cartridge 330 ml)• 2-component reaction resin mortar, vinylester styrene-free• Temperature in the anchoring base during processing and hardening:

–10°C to 40°C• Fire resistance: F30, F60, F90, F120 and F180 included in approval

Z-21.8-2003• Bonded anchor: Cracked concrete (M12 to M30) and uncracked

concrete (M8 to M30), see info : European Technical Approval ETA-12/0164

Individual fastening:Cracked (M12–M30) and uncracked concrete (M8–M30)

Cracked and uncracked concrete2-component reaction resin mortar, vinylester styrene-free

Setting InstructionsConcrete

Create drilled hole.

Cut anchor rod to length and mark desired setting depths

Screw mixer onto cartridge

Throw away the initial mortar material (until the mortar is of a uniform color – approx. 10 cm)

Fill composite mortar starting from base of drill hole

Press in anchor rod up to drill hole base while turning slightly

Visual check of mortar filling quantity, setting depth marking

Comply with hardening time of composite mortar

Install component, apply installation torque

Clean drill hole: blow out 4x, brush out mechanically 4x, blow out 4x, from M20 drilled hole blow out with oil-free compressed air


Option 1 for cracked (M12–M30) anduncracked concrete (M8–M30) for subsequent reinforcement connection

General construction permitfor subsequent reinforcement connection

Fire resistance


SeismicCategory C1 M8 - M30ø8 - ø32

REBAR

Drill the hole Apply setting depth mark to the rod and check the drill hole depth

Screw the mixer onto the cartridge

Throw away the initial mortar material (until the mortar is of a uniform color – approx. 10 cm)

Fit the injection units, fill composite mortar starting from the base of the drill hole

Introduce the reinforcement rod as far as the mark while turning slightly

Visual check of the mortar filling quantity. Pay attention to maximum application time

Attach component after complying with hardening time

Clean the drill hole: Blow out 4x, brush out mechanically 4x / blow out 4x, anchoring depth 240 mm, blow out drill hole with oil-free compressed air (min. 6 bar)


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Description Contents [ml] Includes ETA approval Art. No. P. Qty.WIT-VM 250 420 Mortar cartridge of 420 ml & 1 static mixer ETA-12/0164 0903 450 205 1/12

WIT-VM 250 accessory parts: Description Art. No. P. Qty.Application Gun for 420 ml cartridge 0891 003 104 1Static Mixer 0903 420 001

10Static Mixer Extension, 10 x 200 mm 0903 420 004

Injection adapter / piston plugAnchor rod M20 d0 = 24 mm 0903 488 051Anchor rod M24 d0 = 28 mm 0903 488 052Anchor rod M27 d0 = 32 mm 0903 488 053

Cracked and uncracked concrete Performance Data and Characteristic Installation ValuesTemperature range: 24°C1)/40°C2) (temperature ranges 50°C/80°C and 72°C/120°C see ETA-12/0164)Anchoring base: Dray and moist concrete (anchoring base: Water-filled drilled hole, see ETA-12/0164)Pressure resistance of concrete: 20MPaAnchor diameter M8 M10 M12Effective anchoring depth hef [mm] 60 80 160 60 90 200 70 110 240Cracked concretePermissible central tensile load3),(single anchor without edge influence)

Blue Zinc Passivated, 5.8 Nper. [kN] – – – – – – 5.8 9.1 19.7Blue Zinc Passivated, 8.8 Nper. [kN] – – – – – – 5.8 9.1 19.7Stainless steel A4 and HCR Nper. [kN] – – – – – – 5.8 9.1 19.7

Permissible shear load3)

(single anchor without edge influence)

Blue Zinc Passivated, 5.8 Vperm [kN] – – – – – – 12.0 12.0 12.0Blue Zinc Passivated, 8.8 Vperm [kN] – – – – – – 13.8 19.4 19.4Stainless steel A4 and HCR Vperm [kN] – – – – – – 13.7 13.7 13.7

Uncracked concretePermissible central tensile load3),(single anchor without edge influence)

Blue Zinc Passivated, 5.8 Nper. [kN] 7.2 8.6 8.6 9.0 13.4 13.8 11.7 19.7 20.0Blue Zinc Passivated, 8.8 Nper. [kN] 7.2 9.6 13.8 9.0 13.4 21.9 11.7 19.7 31.9Stainless steel A4 and HCR Nper. [kN] 7.2 9.6 9.9 9.0 13.4 15.7 11.7 19.7 22.5



Blue Zinc Passivated, 5.8 Vperm [kN] 5.1 5.1 5.1 8.6 8.6 8.6 12.0 12.0 12.0Blue Zinc Passivated, 8.8 Vperm [kN] 8.6 8.6 8.6 13.1 13.1 13.1 19.4 19.4 19.4Stainless steel A4 and HCR Vperm [kN] 6.0 6.0 6.0 9.2 9.2 9.2 13.7 13.7 13.7

Nom. drill dia. d0 [mm] 10 12 14Drilled hole depth/Anchoring depth h0/hef [mm] 60 80 160 60 90 200 70 110 240Minimum edge distance cmin [mm] 40 50 60Minimum axial spacing smin [mm] 40 50 60Minimum component thickness hmin [mm] 100 110 190 100 120 230 100 140 270Through-hole in the component being connected df ≤ [mm] 9 12 14Torque while installing anchor Tinst ≤ [Nm] 10 20 40

1) Maximum long-term temperature2) Maximum short-term temperature3) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. With a combination of tensile and shear loads, with edge influence

and anchor groups, please observe the EOTA Technical Report TR029 "Design of Bonded Anchors".

WIT-VM 250 Injection Mortar (temperature in anchoring base ≥ –10°C): Cracked and uncracked concrete










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WIT-VM 250 Injection Mortar (temperature in anchoring base ≥ –10°C): Cracked and uncracked concrete

M16 M20 M24 M27 M3080 125 320 90 170 400 96 210 480 108 240 540 120 270 600

8.8 13.7 35.1 12.2 23.3 54.9 13.4 34.6 79.0 16.0 52.5 109.5 18.8 63.4 133.38.8 13.7 35.1 12.2 23.3 54.9 13.4 34.6 79.0 16.0 52.5 118.1 18.8 63.4 145.9

8.8 13.7 35.1 12.2 23.3 54.9 13.4 34.6 79.0 16.0 52.5 57.4 18.8 63.4 70.2

21.1 22.3 22.3 29.3 34.9 34.9 32.2 50.3 50.3 38.5 65.7 65.7 45.1 80.0 80.021.1 32.0 36.0 29.3 55.9 56.0 32.2 80.6 80.6 38.5 105.1 105.1 45.1 128.0 128.0

21.1 25.2 25.2 29.3 39.4 39.4 32.2 56.8 56.8 34.5 34.5 34.5 42.0 42.0 42.0

14.4 28.0 37.1 17.1 44.4 58.1 18.9 61.0 83.8 22.5 74.5 109.5 26.3 88.9 133.414.4 28.0 59.5 17.1 44.4 93.3 18.9 61.0 134.3 22.5 74.5 175.2 26.3 88.9 202.0

14.4 28.0 42.0 17.1 44.4 65.3 18.9 61.0 94.4 22.5 57.4 57.4 26.3 70.2 70.2

22.3 22.3 22.3 34.9 34.9 34.9 45.2 50.3 50.3 54.0 65.7 65.7 63.2 80.0 80.034.4 36.0 36.0 41.1 56.0 56.0 45.2 80.6 80.6 54.0 105.1 105.1 63.2 128.0 128.0

25.2 25.2 25.2 39.4 39.4 39.4 45.2 56.8 56.8 34.5 34.5 34.5 42.0 42.0 42.0

18 24 28 32 3580 125 320 90 170 400 96 210 480 108 240 540 120 270 60080 100 120 135 15080 100 120 135 150116 161 356 138 218 448 152 266 536 172 304 604 190 340 67018 22 26 30 3380 120 160 180 200

1) Maximum long-term temperature2) Maximum short-term temperature3) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF

= 1.4 have been taken into account. With a combination of tensile and shear loads, with edge influence and anchor groups, please observe the EOTA Technical Report TR029 "Design of Bonded Anchors".

1) Cartridge temperature ≥ +15°C2) Cartridge temperature: +5°C to +25°C3) Cartridge temperature: < +20°C

Minimum hardening timesTemperature in anchoring base

Application time Minimum hardening time in dry concrete

Minimum hardening time in wet concrete

≥ – 10°C1) 90 min 24 h 48 h≥ – 5°C2) 90 min 14 h 28 h≥ 0°C2) 45 min 7 h 14 h≥ + 5°C2) 25 min 2 h 4 h≥ +10°C2) 15 min 80 min 160 min≥ +20°C2) 6 min 45 min 90 min≥ +30°C2) 4 min 25 min 50 min≥ +35°C2) 2 min 20 min 40 min≥ +40°C3) 1.5 min 15 min 30 min


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Performance data: Masonry, individual fastening (temperature range 50°C2)/80°C3))For other minimum compressive strengths, edge spacings and axial spacings, refer to the European Technical Approval ETA-13/1040Stone type Stone format

[in mm]Raw density class [kg/dm3]

Minimum compressive strength [N/mm2]

Fperm [kN]1)4) (measuring process B, single anchor without edge influence)[H] … Hammer drilling[D] … Rotary drilling

WIT-AS Anchor Bar M6/50, M8/50 M8, M10, M12Internal screw thread sleeve WIT-IG M6, M8

Sieve sleeve WIT-SH without 12/50 without 18/95Solid brick and solid blocks made of normal concrete (Bisophon V12)DIN 18153, EN 771-3

≥NF (≥240 x 115 x 71) ≥ 2.0 28

(10, 20 see ETA) 0.29 [H] 0.86 [H]

Solid bricks and solid blocks made of lightweight concrete V(Bisoclassic)DIN 18152-100, EN 771-3

≥NF (≥240 x 115 x 71) ≥ 0.9 4

(2 see ETA) 0.18 [H]

0.21 [H]ccr,V = 100 mm

0.29 [H]ccr,V = 250 mm

Solid bricks and solid blocks made of lightweight concrete V(BisoBims)DIN 18152-100, EN 771-3

≥NF (≥240 x 115 x 71) ≥ 1.0 4

(2 see ETA) 0.18 [H]

0.36 [H]ccr,V = 100 mm

0.36 [H]ccr,V = 250 mm

Hollow block made of lightweight concrete 3K HblDIN 18151, EN 771-3

16DF (498 x 240 x 238) ≥ 0.7 4

(2 see ETA) 0.18 [D]

Hollow block made of lightweight concrete 7K Hbl (Liapor-Super-K)EN 771-3, Z-17.1-501

16DF (495 x 240 x 238) ≥ 0.8 4

(2 see ETA)

0.21 [D]ccr,V = 100 mm

0.43 [D]ccr,V = 100 mm

Hollow block made of lightweight concrete Gisoton thermal acoustic, Z-15.2-18

498 x 300 x 248 ≥ 0.45 4(2 see ETA)

0.21 [D]ccr,V = 100 mm

Hollow block made of lightweight concrete 1K Hbl, DIN 18151, EN 771-3

12DF (490 x 175 x 238) ≥ 1.2 4

(2 see ETA)

0.21 [D]ccr,V = 100 mm

0.29 [D]ccr,V = 250 mm

Solid blocks made of lightweight concrete, Vbl 2-0.6-24DF (e.g. Liapor solid wall LAC2), DIN 18152

≥24DF ≥ 0.6 2 0.36 [H]

Solid blocks made of concrete, Vbn 12-1.4-12DF (e.g. Liapor element wall LC16/18), DIN 18153

≥12DF ≥ 1.4 16(12 see ETA) 0.54 [H]

Aerated concrete AAC, DIN 4165, EN 771-4

≥499 x 175 x 249 ≥ 0.35 1.6 0.21 [D]≥499 x 175 x 249 ≥ 0.4 2 0.29 [D]≥499 x 175 x 249 ≥ 0.6 7 0.54 [D]

1) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. 2) Maximum long-term temperature3) Maximum short-term temperature4) The brick geometry should be compared with the European Technical Approval ETA-08/1040.


WIT-PE 500 - PURE EPOXY INJECTION MORTAR

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Produce drilled hole Screw mixer to cartridge; use application gun

Clean drill hole (blow out twice, brush out mechanically twice, blow out twice, blow out with compressed air in case of M20 drill hole or larger)

Mark setting depth on anchor rod

Before using, press out about 10 cm of product (not into the drill hole)

Fill composite mortar starting from base of drill hole

Press in anchor rod up to drill hole base while turning slightly

Visual check of mortar quantity, setting depth marking

Comply with hardening time of composite mortar

Install component, apply installation torque

1. Areas of application• Approved for cracked (M12 to M30, tension zone) and non-cracked

concrete (M8 to M30, tension zone), 20MPa to 50MPa• Suitable for structural expansions, ceiling and wall attachments, bearing

structure expansions, bearing structure reinforcement, wooden structures, metal structures, metal profiles, brackets, grilles, sanitary ware, pipes, cable conduits, etc.

• Chemical injection mortar WIT-PE 500 can also be used for post-installed reinforcement

• The reinforcement attachment may be used in standard concrete from minimum strength class C12/15 (B15) to maximum 50MPa (B55)

2. Benefits• Variable anchor depths• Cartridges can be used up to expiration of the best before date by

replacing the static mixer or by being closed again with the sealing cap• Installation also at high temperatures (anchoring base)

3. Properties• Cracked (M12 to M30) and non-cracked concrete (M8 to M30):

European Technical Assessment ETA-09/0040• Chemical injection mortar, pure epoxy• Fire resistance: F30, F60, F90, F120 and F180 contained in

Permit Z-21.8-1834

Chemical injection mortar, pure epoxy Injection mortar for subsequently mortared-in reinforcement attachments.

Product Performance

Approvals Test reportsEuropean Technical Assessment

Option 1 for cracked and non-cracked concrete and for subsequent

reinforcement attachment

SeismicCategory C1 & C2 C1: M8 - M30ø12 - ø30

Fire resistancefor subsequent

reinforcement attachment

Hammer/ compressed-air drilling procedure:

Diamond drilling procedure:Drill the hole Clean drilled hole:

Blow out 4x with compressed air > 6 bar

Apply setting depth marking on rod and check drilled hole depth

Screw mixer onto cartridgeUse dispenser gun

Before using, press out approx. 10 cm of product (not into dril-led hole)

Mount injection units, fill composite mortar starting from base of drilled hole

Install reinforcement rod up to marking while turning slightly

Visual check of mortar filling quantity, observe maximum processing time


Apply setting depth marking on rod and check drilled hole depth

Screw mixer onto cartridgeUse dispenser gun

Before using, press out approx. 10 cm of product (not into drilled hole)

Mount injection units, fill composite mortar starting from base of drilled hole

Install reinforcement rod up to marking while turning slightly

Visual check of mortar filling quantity, observe maximum processing time


Produce drilled hole, break out drill coreClean drilled hole:

Rinse with water twice (until clear water comes out)/ brush out 2x/ rinse with water twice (until clear water comes out)Clean drilled hole:

Blow out 2x/ brush out 2x/ blow out 2x

WIT-PE 500-grey, side-by-side cartridge 585 ml incl. 1 mixer nozzle

Individual attachment:Cracked and non-cracked concrete


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Description Content [ml] Included in delivery ETA approval Art. No. P. Qty.WIT-PE 500, grey 585 Mortar cartridge 585 ml (side-by-side) + 1 static mixer ETA-09/0040 0903 480 005 1/12

Accessory parts WIT-PE 500:Description Description Art. no. P. Qty.Application gun for mortar cartridge 585 ml 0891 003 105 1Static mixer 0903 488 101 10

Mixer extension rigid, WIT-MV 10 x 2000 mm for M8 to M12 0903 488 12120rigid, WIT-MV 16 x 2000 mm for M16 to M24 0903 488 122

Injection adapter/ Backup pin

Anchor bar M20 d0 = 24 mm 0903 488 05110

Anchor bar M24 d0 = 28 mm 0903 488 052

Injection mortar WIT-PE 500 (temperature in the anchoring base ≥ +5°C): Cracked and non-cracked concrete

Cracked and uncracked concrete: Performance data and characteristic installation valuesTemperature range: 24°C1)/40°C2) (temperature ranges 43°C/60°C and 43°C/72°C see ETA-09/0040)Anchoring base: Dray and moist concrete (anchoring base: Water-filled drill hole, see ETA-09/0040)Pressure resistance of concrete: 20MPaAnchor diameter M8 M10 M12Effective anchoring depth hef [mm] 60 80 96 60 90 120 70 110 144Cracked concrete

Permissible central tensile load3),(single anchor without edge influence)

Blue Zinc Passivated, 5.8 Nperm. [kN] – – – – – – 7.9 12.3 16.2

Blue Zinc Passivated, 8.8 Nperm. [kN] – – – – – – 7.9 12.3 16.2

Stainless steel A4 and HCR Nperm [kN] – – – – – – 7.9 12.3 16.2



Blue Zinc Passivated, 5.8 Vperm [kN] – – – – – – 12.0 12.0 12.0

Blue Zinc Passivated, 8.8 Vperm [kN] – – – – – – 18.8 19.4 19.4

Stainless steel A4 and HCR Vperm [kN] – – – – – – 13.7 13.7 13.7

Uncracked concrete

Permissible central tensile load3),(single anchor without edge influence)

Blue Zinc Passivated, 5.8 Nperm [kN] 8.6 8.6 8.6 9.3 13.8 13.8 11.7 20.0 20

Blue Zinc Passivated, 8.8 Nperm [kN] 9.0 12.0 13.8 9.3 16.8 21.9 11.7 23.1 31.9

Stainless steel A4 and HCR Nperm [kN] 9.0 9.9 9.9 9.3 15.7 15.7 11.7 22.5 22.5



Blue Zinc Passivated, 5.8 Vperm [kN] 5.1 5.1 5.1 8.6 8.6 8.6 12.0 12.0 12.0

Blue Zinc Passivated, 8.8 Vperm [kN] 8.6 8.6 8.6 13.1 13.1 13.1 19.4 19.4 19.4

Stainless steel A4 and HCR Vperm [kN] 6.0 6.0 6.0 9.2 9.2 9.2 13.7 13.7 13.7

Drill nominal dia. d0 [mm] 10 12 14Drill hole depth/Anchoring depth h0/hef [mm] 60 80 96 60 90 120 70 110 144Minimum edge spacing cmin [mm] 40 50 60Minimum axial spacing smin [mm] 40 50 60Minimum component thickness hmin [mm] 100 110 126 100 120 150 100 140 174Through-hole in the component being connected df ≤ [mm] 9 12 14

Torque for anchoring Tinst ≤ [Nm] 10 20 401) Maximum long-term temperature2) Maximum short-term temperature3) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. With a combination of tensile and shear loads, with edge influence and anchor

groups, please observe the EOTA Technical Report TR 029 "Design of Bonded Anchors".










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M16 M20 M24 M27 M3080 125 192 90 170 240 96 210 288 108 240 324 120 270 360

10.2 16.2 24.9 10.5 21.8 30.8 11.5 29.6 40.6 13.7 38.1 51.4 16.1 47.6 63.5

10.2 16.2 24.9 10.5 21.8 30.8 11.5 29.6 40.6 13.7 38.1 51.4 16.1 47.6 63.5

10.2 16.2 24.9 10.5 21.8 30.8 11.5 29.6 40.6 13.7 38.1 51.4 16.1 47.6 63.5

22.3 22.3 22.3 29.3 34.9 34.9 32.2 50.3 50.3 38.5 65.7 65.7 45.1 80.0 80.0

24.5 36.0 36.0 29.3 56.0 56.0 32.2 80.6 80.6 38.5 105.1 105.1 45.1 128.0 128.0

24.5 25.2 25.2 29.3 39.4 39.4 32.2 56.8 56.8 34.5 34.5 34.5 42.0 42 42

14.3 28.0 37.1 14.7 38.1 58.1 16.2 52.3 83.9 19.3 63.9 100.2 22.6 76.2 117.3

14.3 28.0 53.3 14.7 38.1 63.9 16.2 52.3 84.0 19.3 63.9 100.2 22.6 76.2 117.3

14.3 28.0 42.0 14.7 38.1 63.9 16.2 52.3 84.0 19.3 57.44 57.4 22.6 70.2 70.2

22.3 22.3 22.3 34.9 34.9 34.9 45.2 50.3 50.3 54.0 65.7 65.7 63.2 80.0 80.0

34.4 36.0 36.0 41.1 56.0 56.0 45.2 80.6 80.6 54.0 105.1 105.1 63.2 128.0 128.0

25.2 25.2 25.2 39.4 39.4 39.4 45.2 56.8 56.8 34.5 34.5 34.5 41.8 42.0 42.0

18 24 28 32 3580 125 192 90 170 240 96 210 288 108 240 324 120 270 36080 100 120 135 15080 100 120 135 150116 161 228 138 218 288 152 266 344 172 304 388 190 340 430

18 22 26 30 33

80 120 160 180 2001) Maximum long-term temperature2) Maximum short-term temperature3) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. With a combination of tensile and shear loads, with edge influence and anchor

groups, please observe the EOTA Technical Report TR 029 "Design of Bonded Anchors".

Minimum hardening timesTemperature in anchoring base

Processing time Minimum hardening time in dry concrete

Minimum hardening time in wet concrete

≥ + 5°C 120 min 50 h 100 h≥ +10°C 90 min 30 h 60 h≥ +20°C 30 min 10 h 20 h≥ +30°C 20 min 6 h 12 h≥ +40°C 12 min 4 h 8 h

Injection mortar WIT-PE 500 (temperature in the anchoring base ≥ +5°C): Cracked and non-cracked concrete



WIT-UH 300 - HYBRID URETHANE - VINYLESTER INJECTION MORTAR

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WIT-UH 300, 420 ml coaxial cartridge, incl. 1 static mixer

Proof of performance


30 Min.

+20°C

Concrete

1. Areas of use• Approved for cracked (concrete tensile zone) and uncracked concrete

(concrete pressure zone), 20MPa to 50MPa• �Suitable�for�securing�wooden�structures,�metal�structures,�metal�profiles,�

brackets, pipes, cable conduits etc.• WIT-UH 300 Injection Mortar can also be used for reinforcement

attachments mortared-in at a later point in time

2. Advantages• Anchor rod with metric thread and high load capacities in concrete• �Variable�anchoring�depths�(flexibility)• �Hardened�injection�mortar�largely�seals�off�the�drill�hole• 420�ml�cartridges�can�be�used�up�to�expiration�of�the�best�before�date�

by�replacing�the�static�mixer�or�by�being�closed�again�with�sealing�cap

• �High�temperature�stability�(temperatures�briefly�up�to�160°C)• Ambient temperature: 3 Temperature ranges

3. Features• �Cracked�and�uncracked�concrete:�European�Technical�Approval�ETA-

17/0127,�earthquakes�C1�(M8�to�M30)�and�C2�(M12)• For reinforcement attachments mortared-in at a later point in time, see

Info�:�ETA-17/0036• �Hybrid�urethane-vinyl�ester�mortar,�styrene-free• Temperature in the anchoring base during processing and hardening:

–5°C�to�40°C• �Ambient�temperature�after�complete�hardening:�–40°C�to�160°C• �Transport�and�storage�temperature�(cartridge):�+5°C�to�25°C• �Shelf�life�(store�in�a�cool,�dry�and�dark�place):�18�months


Option 1For cracked and uncracked concreteEarthquake�performance�category

SeismicC1�(M8�–�M30)�C2�(M12)

Flexible high-performance mortar for concrete Individual attachment:Cracked�and�uncracked�concrete

Hybrid urethane-vinylester mortar, styrene-free

Create�drill�hole Cut�anchor�rod�to�length and mark desired setting depths

Screw�mixer�onto�cartridge

Discard the initial mortar material (until the mortar is of a uniform color�–�approx.�10 cm)

Fill composite mortar starting from the base of the drill hole

Press in anchor bar up to drill hole base while turning slightly

Visual check of mortar�filling�quantity,�setting�depth mark

Comply�with�the�hardening time of composite mortar

Mount the component,�apply�torque

Clean�drill�hole:�Blow out two times with oil-free compressed air (min. 6 bar)/brush out two times/blow out two times with oil-free compressed air (min. 6 bar)


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WIT-UH 300 - HYBRID URETHANE - VINYLESTER INJECTION MORTAR

Description Content�[ml] Includes ETA�approval Art. No. P.�Qty.WIT-UH 300 420 Mortar�cartridge�of�420�ml�(coaxial)�&�1�static�mixer ETA-17/0127 5918 500 420 1/12

WIT-UH 300 CONCRETE Injection Mortar (temperature�in�anchoring�base�≥�–5°C): Cracked and uncracked concrete

Rebar Tension Anchorlv,max (mm)

ø ø8 mm 100010 mm 100012 mm M12 120014 mm 140016 mm M16 160020 mm M20 200022 mm 200024 mm 200025 mm 200028 mm 200032 mm 2000

Maximum Embedment Depth lv,max

Concrete temperature Gellng working time1) Minimum curing time in dry concrete

Minimum curing time in wet concrete

-5 oC�to�-1�oC 50 min 5 h 10 h0 oC�to�4�oC 25 min 3.5 h 7 h5 oC�to�9�oC 15 min 2 h 4 h10 oC�to�14�oC 10 min 1 h 2 h15 oC�to�19�oC 6 min 40 min 60 min20 oC�to�29�oC 3 min 30 min 60 min30 oC�to�40�oC 2 min 30 min 60 minCartridge�temperature 5 oC�to�40�oC

Base Material Temperature, Gelling Time and Curing Time

1) tgel:�maximum�time�from�starting�of�mortar�injection�to�completing�of�rebar

Design values of the ultimate bond resistance fbd in N/mm2 for all drilling methods for good conditions.according�to�EN�1992-1-1:2004+AC:2010�for�good�bond�conditions(for�all�other�bond�conditions�multiply�the�values�by�0.7)

Rebar - Ø Concrete classø 12MPa 16MPa 20MPa 25MPa 30MPa 35MPa 40MPa 45MPa 50MPa8 to 32 mmZA-M12 to ZA-M20 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3

WIT-UH 300 accessory parts: Description Art. No. P.�Qty.Application Gun for 420 ml cartridge 0891 003 104 1Static�Mixer 0903 420 001

10Static�Mixer�Extension,�10�x�200�mm 0903 420 004

Injection adapter / piston plugAnchor rod M20 d0 = 24 mm 0903 488 051Anchor rod M24 d0 = 28 mm 0903 488 052Anchor rod M27 d0 = 32 mm 0903 488 053










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100 % RELIABILITY. 0 % COMPLICATED.ANCHOR

COMPETENCE

ANCHOR INSTALLATION ACCESSORIES


CLEANING ACCESSORIES

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Nominal drill hole diameter

Suitable for anchor rod

Suitable for rebar diameter

Outer dia. Art. No. Extension for Cleaning Brush

SDS-plus Machine Holder

P. Qty.

12 mm M8 - 13 mm 0903 489 008

0903 489 111 0903 489 101 1

14 mm M10 - 15.5 mm 0903 489 01016 mm M12 12 mm 17.5 mm 0903 489 012

18 mmM16

14 mm19.5 mm 0903 489 01420 mm 0903 489 518

20 mm 16 mm 22 mm 0903 489 01622 mm

M20- 24 mm 0903 489 522

25 mm 20 mm 27 mm 0903 489 02028 mm M24 22 mm 30 mm 0903 489 528

32 mmM24, M25 - 34 mm 0903 489 025- 24mm, 25mm 34 mm 0903 489 532

35 mm M30 28 mm 37 mm 0903 489 53540 mm - 32 mm 43.5 mm 0903 489 540

Hole Cleaning Wire BrushesConnecting thread M8

Cleaning accessories: Compressed air nozzle (drilled hole depth h0 > 240 mm), blow-out pump (drilled hole depth h0 ≤ 240 mm)

Rod dia.[mm]

Nom. drill dia.d0 [mm]

Reducer Attachment

Blow-Out PumpArt. No. P.Qty. = 1

6 10 0905 499 202

0903 990 001

8 12

-

10 1412 1614 1816 2020 2524 3225 32

Description Art. No. P. Qty.Injection adapter / piston plug

Anchor rod M20 d0 = 24 mm – 0903 488 05110Anchor rod M24 d0 = 28 mm – 0903 488 052

Anchor rod M27 d0 = 32 mm – 0903 488 053Rod dia. 8 mm d0 = 12 mm (impact drilling) – No need for a piston plugRod dia. 10 mm d0 = 14 mm (impact drilling) No. 14 0903 488 055 10Rod dia. 12 mm d0 = 16 mm (impact drilling + pneumatic drilling) No. 16 0903 488 056 10Rod dia. 14 mm d0 = 18 mm (impact drilling + pneumatic drilling) No. 18 0903 488 057 10Rod dia. 16 mm d0 = 20 mm (impact drilling + pneumatic drilling) No. 20 0903 488 058 10

Rod dia. 20 mm d0 = 25 mm (impact drilling); d0 = 26 mm (pneumatic drilling) No. 25 0903 488 059 10


























CLEANING ACCESSORIES

Application GunsDescription Art. No. P. Qty.Application Gun for 300 ml cartridge 0891 00

1Application Gun for 420 ml cartridge 0891 003 104Application Gun for 585 ml mortar cartridge 0891 003 105Static Mixer 0903 420 001

10Rigid Mixer Extension, WIT-MV 10 x 200 mm 0903 420 004Mixer Nozzle For WIT-PE 500 0903 488 101Rigid Mixer Extension, WIT-MV 10 x 2,000 mm 0903 488 121

20Rigid Mixer Extension, WIT-MV 16 x 2,000 mm 0903 488 122Flexible Mixer Extension, WIT-MV 10 x 2,000 mm 0903 488 123 10

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EXTRACTION DRILL BIT - PLUS TYPE

Properties:Drilling Speed ●●●○Operational Smoothness ●●●○Accuracy ●●●○Reinforcement Strength ●●○○Service Life ●●●●

Vacuum attachment hammer drill bit with excellent service with multi-cutter head for drilling and suction in one work step.

Dust-free drilling.• The dust is extracted as soon as it is produced

in the drill hole.• Increases the service life.• No subsequent cleaning of the drill hole is

required.• Significant reduction of dust produced on the

construction site.

Perfect drilling properties over the entire service life.• Head geometry that is tailored to the drill bit

diameter.• 12–16 mm: One-piece carbide element —

maximised attachment surface with the steel body gives high stability.

• 18-24 mm: Multi-piece carbide element for faster drilling progress, and trisection design to improve buffering of torsional forces.

Suitable for all standard, certified vacuum cleaners of dust class M.• Flexible, one-piece rubber vacuum adapter

(35 mm diameter).• Suitable for drills with plus type mounting

systems.

Precise spot drilling.Special self-centring tip.

Diameter (Ø) Length Working Length Art. No. P. Qty12 mm 320 mm 200 mm 0648 401 232

114 mm

370 mm 250 mm0648 401 437

16 mm 0648 401 63718 mm 0648 401 837

Notice:• Iron reinforcements may only be drilled

through with permission from a structural engineer.

• Observe the enclosed operating instructions.

From Ø 18 mmUp to Ø 16 mm

Only use with vacuum cleaners of dust class M.
















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ANCHORCOMPETENCE

MASONRY ANCHORS THAT ARE UNDERPINNED BY STRINGENT EUROPEAN TECHNICAL ASSESSMENTS

THE PLASTIC FRAME ANCHOR FROM WURTH


W-UR PLASTIC FRAME-FIXING ANCHOR

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1. Applications• The anchor may be used with a European technical approval for

the multiple attachment of non-load-bearing systems (e.g. facade, suspended ceiling, etc.)

• Suitable for normal concrete, masonry walls, hollow pre-stressed concrete panels, reinforced concrete, gypsum wall panels and aerated concrete

• The A4 stainless-steel screw may be used outdoors and in industrial atmospheres and near the sea

• The A2K Blue Zinc Passivated screw may be used outdoors or in damp rooms

• Suitable for the attachment of facade, ceiling, or roof substructures (made of wood or steel), wood beams, wood laths, metal brackets, metal rails, suspended ceilings, cable routes, angle brackets, profiles, wall-mounted cabinets, shelf units, etc.

2. Advantages• Can be loaded immediately – no waiting time• Minimal insertion torque of the anchor screw → “Slight” spreading of the

anchor, almost no turning of the anchor sleeve• Spreading in four directions → High loads• The knock-in lock prevents premature spreading of the anchor during

installation• The anchor sleeve and special screw are pre-mounted → Less mounting

effort • Anchor type W-UR F means an additional washer is not required and

prevents contact corrosion

3. Properties• The anchor sleeve is made of high-quality polyamide• Fire resistance W-UR 8:

Concrete: Tensile and shear load, R30, R60, R90, R120 (based on Technical Report TR 020) Masonry: Tensile load: F30 (solid sand-lime bricks, solid bricks, perforated sand-lime bricks) Shear load: F30, F60, F90, F120 (vertically perforated bricks, perforated sand-lime bricks, solid bricks, aerated concrete)

Approvals Test Reports

Fire Resistance

Concreteand masonry

Z-21.2-1838

European Technical Approval

Multiple attachment of non load-bearing systems in concrete and masonry

W-UR (F)

FacadeCovering

W-UR,W-UR F

Setting Instructions I Setting Instructions II

Clean drilledhole

Set anchor andscrew

Screw in screw Screw in screwuntil flush

Drill hole Clean drilledhole

Set anchor andscrew

Screw in screw Screw in screwuntil flush

Drill hole

W-UR (8, 10) with countersunk screw A2K Blue Zinc Passivated A4 Stainless Steel

W-UR F (8, 10) with hexagon screw + pressed-on washer A2K Blue Zinc Passivated A4 Stainless Steel

W-UR F (8 only) with panhead screw A2K Blue Zinc Passivated A4 Stainless Steel

Multiple attachment of non load-bearing systems: Concrete, solid and perforated bricks and aerated concrete

Product Performance


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Anchor dimensionsAnchor diameter [mm] W-UR 8, W-UR 10Total length l [mm] 60 80 100 115 120 135 140 160 185

Max. attachment height tfix [mm]

107)

– 307)

10 507)

30 45 707)

50 65 907)

1107)

90 115

Art. No. Plastic Frame-Fixing Anchor W-UR 8with countersunk screw

Drive AW® 30

0912

808

402

0912

808

502

0912

808

403

0912

808

503

0912

808

404

– – – 0912

808

405

– – – 0912

808

406

– – – – –

Art. No.Plastic frame-fixing anchor W-UR 10 with countersunk screw

Drive AW®40

– – 0912

810

401

0912

810

501

0912

810

402

0912

810

502

0912

810

403

0912

810

503

– – 0912

810

404

0912

810

504

– – 0912

810

405

0912

810

505

0912

810

406

–

Art. No. Plastic Frame-Fixing Anchor W-UR F 8with countersunk screw and pressed-on washer

Drive AW® 25, and 10 mm

0912

808

602

0912

808

702

0912

808

603

0912

808

703

0912

808

604

– – – 0912

808

605

– – – – – – – – –

Art. No.Plastic frame-fixing anchor W-UR F 10with hexagon bolt and pressed-on washerGalvanized steelStainless steel A4

W-UR 10:Drive AW®40 and 13 mm

– – 0912

810

601

0912

810

701

0912

810

602

0912

810

702

0912

810

603

0912

810

703

– – 0912

810

604

0912

810

704

– – 0912

810

605

0912

810

705

0912

810

606

–

Art. No. Plastic Frame-Fixing Anchor W-UR F 8with pan head screw

Drive AW® 30

0912

808

802

0912

808

902

0912

808

803

0912

808

903

– – – – – – – – – – – – – –

Packing unitP. Qty. [pieces]

40

Can be stored in ORSY® System

Mounting characteristic values for concrete and masonryAnchor diameter [mm] W-UR 8 W-UR 10Nom. drill dia. d0 [mm] 8 10Drill cutting dia. dcut ≤ [mm] 8.45 10.45Drill hole depth h1 ≥ [mm] 607) 80 80Setting depth of the anchor sleeve hnom [mm] 507) 70 70Through-hole in attachment part df ≤ [mm] 8.5 10.5

Concrete: ETA-08/0190, Multiple attachment of non-load-bearing systemsAnchor diameter [mm] W-UR 8 W-UR 10Central tensile load1)

for single anchor or anchor group

Nperm = C12/15 [kN]

30°C2)/50°C3) 1.2 1.6 1.050°C2)/80°C3) 1.0 1.4 1.0

Nperm ≥ C16/20 [kN]

30°C2)/50°C3) 1.8 2.4 1.650°C2)/80°C3) 1.4 2.0 1.4

Shear load1)

A2K Blue Zinc PassivatedA4Stainless Steelfor single anchor or anchor group

Vperm ≥ C12/15 [kN]

3.37 3.16 3.37 3.16 5.37 4.99











































06 2153

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effectsofγF=1.4havebeentakenintoaccount.Incaseofacombinationoftensileandshearloads,pleaseobserveETAG020AppendixC.

2)Maximumlong-termtemperature.3)Maximumshort-termtemperature.4)Otherbricktypes,rawdensities,minimumcompressivestrengthsandtemperaturerangescanbefoundintheETA-08/0190approval.

5)ThebrickgeometryshouldbecomparedwiththeETA-08/0190approval.6) Ifthedrillholeiscreatedthroughimpactingorhammering,thepermissibleloadistobedeterminedviatestsonthebuilding.

7) 2. Setting depth applies for the following anchoring bases: Concrete ≥ C12/15; Solid brick≥ Mz 10 (≥ NF); Vertically perforated brick ≥ HLz 8 (≥ 2DF); Solid sand-lime brick ≥ KS 10 (≥ NF); Solid sand-lime brick ≥ KS L 6 (≥ 2DF); Perforated sand-lime brick ≥ KS L 6 (≥ 12DF); Solid normal concrete brick ≥ Vbn 10 (≥ NF); Solid lightweight concrete brick ≥ V 2 (≥ NF).

Masonry4): ETA-08/0190,Multipleattachmentofnon-load-bearingsystems(temperaturerange:50°C2)/80°C3))Otherbricktypes,rawdensities,minimumcompressivestrengthsortemperaturerangescanbefoundintheETA-08/0190approval.

Brick format [mm]

Raw density class [kg/dm3]

Minimum compressive strength [N/mm2]

Fperm [kN]5)(forsingleanchorsoranchorgroups)W-UR 8 hef= 50 to 69 mm/hef= 70 mm

Fperm [kN]5)

W-UR 10

Clay brick Mz, EN771-1,DIN105

≥ NF (≥ 240 x 115 x 71)

≥ 1.828 0.71 0.86 0.8636 1.0 1.14 1.14

Solid sand-lime brick KS, EN771-2,DIN106

≥ NF (≥ 240 x 115 x 71)

≥ 2.010 0.43 0.43 0.4320 0.57 0.71 0.7128 0.86 1.0 1.0

Solid normal concrete brick Vbn, EN771-3,DIN18152

≥ NF (≥ 240 x 115 x 71)

≥ 2.010 0.43 0.43 0.5720 0.71 0.71 0.8628 1.0 1.0 1.29

Vertically perforated brick HLz6),EN771-1,DIN105-1e.g.Wienerberger,Schlagmann

≥ 2DF (≥ 240 x 115 x 113)

≥ 1.28 0.14 0.21 0.2112 0.21 0.26 0.3420 0.34 0.43 0.57

Vertically perforated brick POROTON S11-36.56),EN771-1,Z-17.1-812Wienerberger,Schlagmann

≥ 248 x 365 x 249 ≥ 0.9 6 – 0.57 0.43

Vertically perforated brick UNIPOR WS14, UNIPOR WS12 CORISOEN771-1,Z-17.1-883Unipor-ZiegelMarketingGmbH

≥ 10DF (≥ 247 x 300 x 249)

≥ 0.8

10 – 0.17

12 – 0.21

Perforated sand-lime brick KSL6),EN771-2,DIN106-1e.g.Xella

≥ 2DF (≥ 240 x 115 x 113)

≥ 1.610 0.26 0.57 0.4312 0.26 0.71 0.5716 0.34 0.71 0.71

≥ 8DF (≥ 249 x 240 x 238)

≥ 1.410 – 0.26 0.3412 – 0.34 0.4316 – 0.43 0.57

Lightweight concrete hollow block 3K Hbl,EN771-3,DIN181516)

e.g.Liapor

≥ 16DF (≥ 498 x 240 x 238)

≥ 0.72 – 0.11 0.094 – 0.26 0.176 – 0.34 0.26

Lightweight concrete hollow block Liapor-Super-K6), EN771-3,Z-17.1-501

≥ 16DF (≥ 495 x 240 x 238)

≥ 0.82 – 0.17 0.17

4 – 0.34 0.34

Aerated concrete AAC2 – 0.14 0.217 – 0.85 0.88


W-UR SYMCON PLASTIC FRAME-FIXING ANCHOR

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Multiple attachment of non-load-bearing systems:Concrete

Product Performance


Drill hole Clean the drilled hole

Set anchor and screw

Screw in the screw Screw in screw until flush

Approvals

European Technical Approval

Multiple attachment of non-load-bearing systems

in concreteW-UR (F) 6 SymCon

1. Areas of use• With European Technical Approval, the anchor may be used for multiple

attachment of non-load-bearing systems (e.g. suspended ceiling etc.)• Anchoring base with approval:

Standard concrete ≥ C12/15 • Anchoring bases without approval:Solid bricks, solid sand-lime bricks, vertically

perforated bricks, perforated sand-lime bricks, hollow blocks made of lightweight concrete, solid stones and solid blocks of lightweight concrete

• Installation temperatures: Temperature in anchoring base: ≥ –20°C Temperature of the anchor sleeve: ≥ 0°C

• Suitable for the attachment of ceiling substructures (made of wood or steel), wood laths, metal rails, suspend ed ceilings, cable routes, angle brackets, profiles etc.

2. Advantages• SymCon screw: Geometry of anchor screw allows safe subsequent

expansion behavior• SymCon screw: When screwing in the SymCon screw, the plastic of the

anchor sleeve is optimally compressed (almost no undercut)• Improved power transmission: Even, continuous load distribution across

the entire spreading area• The knock-in lock prevents premature spreading of the anchor during

installation• The anchor sleeve and special screw are

pre-assembled→ Less assembled effort

3. Properties• Anchoring via friction engaging between anchor sleeve and anchor

surface• W-UR SymCon and W-UR F SymCon: European Technical Approval

ETA-11/0309• The anchor sleeve is made of high-quality polyamide

W-UR (6, 10, 14) Symcon with countersunk screw A2K Blue Zinc Passivated A4 Stainless Steel

W-UR F (10, 14) with hexagon screw + pressed-on washer A2K Blue Zinc Passivated A4 Stainless Steel


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Dia. Drive Fastening heighttfix [in mm]

Total lengthL [in mm]

Setting depth hnom [in mm]

Nom. drill dia. d0 [in mm]

Drilled hole depth h1 [in mm]

ETA approval for multiple attachment



P. Qty.

10 AW40

10/–/– 50 40/–/–

1050 (+tfix)/ 60 (+tfix)/ 80 (+tfix)

ETA-11/0309

5911 010 001 -

50

40/30/10 80

40/50/70

5911 010 002 5911 010 10260/50/30 100 5911 010 003 5911 010 10375/65/45 115 5911 010 004 5911 010 10495/85/65 135 5911 010 005 -120/110/90 160 5911 010 006 -

SymCon Plastic Frame-Fixing Anchor with countersunk-head screw.

Dia. Drive Attachment height tfix [mm]

Total length L [mm]

Setting depth hnom [mm]

Nom. drill dia. d0 [mm]


ETA approval for multiple attachment



P.Qty.

10AW40 + 13 mm

10/–/– 50 40/–/–

1050 (+tfix)/ 60 (+tfix)/ 80 (+tfix)

ETA-11/0309

5911 010 201 -

4040/30/10 80

40/50/705911 010 202 5911 010 302

60/50/30 100 5911 010 203 5911 010 30375/65/45 115 5911 010 204 -

Plastic Frame Anchor W-UR F 10 SymCon with hexagon screw & pressed-on washer.

Performance data: Concrete, multiple attachment of non-load-bearing systems in concreteAnchor diameter [in mm] W-UR 6

SymConW-UR 10 SymCon W-UR 14 SymCon

Setting depth of the anchor sleeve hnom [in mm] 50 40 50 70 70 100Central tensile load1)

for single anchor or anchor group

Nperm = C12/15 [in kN]30°C2)/50°C3) 0.79 1.4 1.6 2.4 2.4 2.450°C2)/80°C3) - 1.2 1.4 2.0 2.2 2.4

Nperm ≥ C16/20 [in kN]30°C2)/50°C3) 0.79 1.8 2.0 3.2 3.2 3.250°C2)/80°C3) - 1.6 1.8 3.0 3.0 3.2

Shear load1) for single anchor or anchor group

Vperm [in kN] 2.055.3 5.3 5.3 9.5 9.5

Minimum component thickness

hmin [in mm]90 80 90 110 110 140

Minimum axial spac-ing)

smin [in mm] C12/15 60 70 70 70 85 85≥ C16/20 40 50 50 50 60 60

Minimum edge distance)

cmin [in mm] C12/15 60 70 70 80 115 115≥ C16/20 40 50 50 60 80 80

Characteristicedge clearance

ccr,N [in mm] C12/15 60 80 80 80 110 140≥ C16/20 40 60 60 60 80 100

1) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. In case of a combination of tensile and shear loads, please observe ETAG 020 Appendix C.

2) Maximum long-term temperature.3) Maximum short-term temperature.4) Permissible load must be reduced.


















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Performance data: Masonry4) Multiple attachment of non-load-bearing systems (temperature range: 50°C2)/80°C3))For other stone types, raw densities, minimum compressive strengths, edge clearances, axle bases or temperature ranges, please refer to ETA-11/0309 approval

Stone type Brick format [mm]

Raw density class [kg/dm3]

Minimum com-pressive strength [N/mm2]

Fperm [kN]1)5) (for single anchor or anchor group) W-UR 10 SymCon

Anchoring depth hnom [mm] 50 70

Clay brick CB, EN 771-1, DIN 105

≥ NF (≥ 240 x 115 x 71) ≥ 1.8

10 0.43 0.2120 0.43 0.3428 0.71 0.5736 0.86 0.71

≥ 3 DF (≥ 240 x 175 x 113) ≥ 1.8

10 – 0.7120 – 1.1428 – 1.57

Solid sand-lime brick SSLB, EN 771-2, DIN 106

≥ NF (≥ 240 x 115 x 71) ≥ 2.0

10 0.17 0.3420 0.34 0.57

Solid normal concrete brick SNCB, EN 771-3, DIN 18153

≥ NF (≥ 240 x 115 x 71) ≥ 2.0

10 0.57 0.4320 0.71 0.7128 1.14 1.14

Solid lightweight con-crete brick S and SLCB, EN 771-3, DIN 18152-100 e.g. Bisophon, Bisotherm

≥ 3 DF (≥ 240 x 175 x 113) ≥ 2.0

10–

0.86

20 1.291) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. In case of a combination of tensile and shear loads, please observe ETAG 020

Appendix C.2) Maximum long-term temperature3) Maximum short-term temperature4) Other brick types, raw densities, minimum compressive strengths, or temperature ranges can be found in ETA-11/0309.5) The brick geometry should be compared with the ETA-11/0309 approval.


W-RD PLASTIC FRAME-FIXING ANCHOR

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Product Performance

1. Applications• Universal plastic frame-fixing anchor for low and medium load range• W-RD may be anchored in following anchoring bases: Standard

concrete, masonry walls (solid bricks, solid sand-lime bricks, vertically perforated bricks, perforated sand-lime bricks, hollow blocks made of lightweight concrete, solid stones and solid blocks of lightweight concrete)

• Installation temperatures: Temperature in anchoring base: ≥ -20°C, Temperature of dowel sleeve: ≥ 0°C

• Suitable for fastening wardrobes, curtain rails, wall shelves, light hanging cabinets, wall-mounted cabinets, mirrors, picture frames, cable clamps, electrical switches, wash basins, wooden beams, wooden laths, metal rails, angle brackets, profiles, information signs, etc.

• For fastening components in conjunction with a wood or particle board screw without optimized thread tip (e.g.: drilling tip, counter thread, ring thread, etc.)

• Can be used outside or in rooms subject to moisture in conjunction with a stainless-steel screw

2. Advantages• Through-bolt mounting• Can be loaded immediately – no waiting time• Minimal insertion torque of the screw ‘ “slight” spreading of the anchor,

almost no turning of the anchor sleeve• Strong twist lock• 4x spreading ‘ high load-bearing capacity• Improved power transmission: Even, continuous load distribution across

the entire spreading area• The knock-in lock prevents premature spreading of the anchor during

installation

3. Properties• Anchoring via friction engaging and positive locking

(perforated block) between anchor sleeve and anchor surface• The anchor sleeve is made of high-quality polyamide• Halogen and silicone-free• Temperature-neutral from – 40 °C to + 80 °C

Setting Instructions I Setting Instructions II

Clean drilled hole


Screw in screw Screw in screw until flush

Drill hole Clean drilled hole


Screw in screw Screw in screw until flush

Drill hole

Secondary attachments:concrete and masonry of solid and perforated bricks

W-RD 6 with / without collarW-RD 8 with / without collarW-RD 10 without collar

Test ReportsPerformance data determined in Würth test laboratory


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Anchor dimensions Anchor diameter [mm] 6 8 8 8 8 10Total length l [mm] 60 60 80 100 120 100Max. mounting height tfix [mm] 10 10 10 30 50 30

W-RD Plastic Frame-Fixing Anchor without collar without screw

Art. No. 0912 806 001 0912 808 002 0912 808 003 0912 808 004 0912 808 005 0912 810 802

Packing unit P. Qty. 100 100 200 150 100 100

W-RD Plastic Frame-Fixing Anchor with collar without screw

Art. No. 0912 808 101 0912 808 102 0912 808 103 0912 808 104 0912 808 105 —

Packing unit P. Qty. 100 100 200 150 100













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Performance Data W-UR 10 SymCon

Reco

mm

ende

d lo

ad1)

(t

ensi

le, s

hear

and

obl

ique

pul

l at e

very

ang

le)

Anchor diameter [in mm] 6 8 8 10Anchoring depth hef [mm] 50 50 70 70Concrete Frec [kN] ≥ 20MPa1) 0.4 0.4 0.5 0.5Solid brick Mz, EN 771-1, DIN 105 ≥ NF (≥ 240 x 115 x 71)

Frec [kN] ≥ Mz 361) 0.2 0.3 0.4 0.3

Solid sand-lime brick KS, EN 771-2, DIN 106 ≥ NF (≥ 240 x 115 x 71)

Frec [kN] ≥ KS 201) 0.4 0.4 0.5 0.5

Solid bricks and solid blocks of stan-dard concrete EN 771-3, DIN 18153 ≥ NF (≥ 240 x 115 x 71)

Frec [kN] ≥ Vbn 121) 0.4 0.4 0.6 0.6

Solid bricks and solid blocks of light-weight concrete EN 771-3, DIN V 18152-100 ≥ NF (≥ 240 x 115 x 71)

Frec [kN] ≥ V 41) 0.1 0.2 0.3 0.3

Vertically perfor. brick HLz, EN 771-1, DIN 105 ≥ 2DF (≥ 240 x 115 x 113)

Frec [kN] ≥ Hlz 201) 0.1 0.2 0.2 0.4

Perfor. sand-lime brick KSL, EN 771-2, DIN 106 ≥ 2DF (≥ 240 x 115 x 113)

Frec [kN] ≥ KSL 61) 0.1 0.2 0.4 0.4

Hollow block of lightweight concrete 3K Hbl, EN 771-3, DIN 18151 ≥ 16DF (≥ 497 x 237 x 241)

Frec [kN] ≥ Hbl 61) 0.1 0.2 0.1 0.3

Characteristic ValuesAnchor diameter W-UR 10 SymCon

ConcreteAxial spacing s ≥ [mm] 100 100 100 100Edge spacing c ≥ [mm] 70 70 70 140Min. comp. thickness hmin ≥ [mm] 100 100 100 100

MasonryAxial spacing s ≥ [mm] 250 250 250 250Edge spacing c ≥ [mm] 100 100 100 100Min. comp. thickness hmin ≥ [mm] 115 115 115 115

Drill nominal dia.2) d0 [mm] 6 8 8 10Drilled hole depth h0 ≥ [mm] 60 60 80 80Anchoring depth3) hnom ≥ [mm] 50 50 70 70Through-hole in component being connected df ≤ [mm] 6.5 8.5 8.5 10.5

1) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γF = 1.4 have been taken into account. In case of a combination of tensile and shear loads, please observe ETAG 020 Appendix C.

2) Maximum long-term temperature3) Maximum short-term temperature4) Other brick types, raw densities, minimum compressive strengths, or temperature ranges can be found in ETA-11/0309.5) The brick geometry should be compared with the ETA-11/0309 approval.


WG-FIX SCREW ANCHOR

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For fastening curtain rails, baseboards, picture frames, bathroom and kitchen accessories, etc.

Product Performance

1. Applications:Universal screw anchor for easy, secondary fastenings.

2. Advantages:• Suitable for use in clay brick, solid solid sand-lime brick and gypsum

plasterboard.• Screw in high extra load, low speed and torque limiter. As soon as screw

makes firm contact, do not screw in further.• Screw screw into gypsum plasterboard without predrilling.

3. Properties:• Fast, simple installation.• Thanks to AW® drive, longer bit service life, improved force transmission,

and no ejection forces.• Two head versions – raised countersunk head for easy, clean

countersinking and panhead for large-area contact.• Universal anchorless screw connection – even on various surfaces, e.g.

solid sand-lime brick, clay brick and gypsum plasterboard.• HiLo thread provides for increased over-turning torque.• High thread pitch enables fast screw-in speed.


Produce drilled hole Screw in screw anchor

Screw in screw anchor

As soon as screw anchor makes firm contact, do not screw in further

Clean drilled hole As soon as screw anchor makes firm contact, do not screw in further

Surface: Solid stone Surface: Gypsum plasterboard

Anchor dimensionsTotal length l [mm] 30 45Max. attachment height tfix [mm] 2.5 16Drive Type AW20Raised countersunk head Art. No. – 0189 306 345Panhead Art. No. 0189 363 30 –Packing unit P. [Qty.] 250 250

Characteristic valuesNom. drill dia. d0 [mm] 4.0Drilled hole depth h1 ≥ [mm] 35Through-hole in the component being connected df ≤ [mm] 6.5

Performance dataAnchor diameter 6.3

Recommended working loadClay brick Mz

Frec [kN]0.23

Solid sand-lime brick KSV 0.43Gypsum plasterboard d ≥ 9.5 mm 0.01




MASTER NYLON WALL PLUGS

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Art. No. Art. No. Art. No. Art. No.0903 4 20 0903 5 25 0903 6 30 0903 8 40

Minimum Spacing (mm) 40 50 60 80Distance to Edge (mm) 20 25 30 40Drill Hole Depth (mm) 30 35 40 50Insertion Depth (mm) 20 25 30 40Min. Fixing Mat Thickness (mm) 400 450 500 600Drill Dia. (mm) 4 5 6 8Hole Dia. in fix. mat (mm) 4 5 6 8Wood Screw O (mm) 2-3 2.5-4 3.5-5 4.5-6Chipboard Screw Dia. (mm) 3.5 4.5 5 6Screw Length (mm) Fixture thickness + Plug length = Screw lengthPlug Dimension (mm) 4x20 5x25 6x30 8x40Pack Qty. 200 100 100 100

1. Application• Universally applicable plastic dowels for the lower to middle load

range.• Can be inserted into concrete, solid brick, solid lime sand brick, vertical

coring brick, porous concrete.• Suitable for securing wardrobes, curtain rails, wall shelves, overhead

cupboards, picture frames, mirrors, lamps, cable ducts, cable clips, electric switches, washstands, towel holders, information signs, motion detectors, hanging baskets, etc.

• For securing construction components together with a wood or particleboard screw.

• For use outdoors or in damp rooms together with a stainless steel screw.

2. Advantages• Guaranteed to expand in all solid materials.• Low screwing torque but high holding torque.• The insertion block prevents premature expansion during through-hole

mounting.• The anti-turn device/position holder prevents the plug from turning in

the hole.• The Nylon Wall Plug dowel is suitable for all screw types.

3. Properties• High-quality polyamide (nylon).• Halogen- and silicone-free.• Resistant to decay, weathering and ageing.• Size is unaffected by temperatures from–40 °C to 100 °C.

Polyamid (Nylon) Ø 5–8

Setting Instructions:

Drill Hole Insert Wall Plug Check correctpositioning

Screw FlushClean Drill Hole

Product Performance






W-ZX® ZEBRA SHARK PRO® MULTIPURPOSE ANCHOR

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Test ReportsPerformance Data

determined in Wurth testlaboratory

The special benefit of this dowel is its shaft, which knots when the screw is screwed in.

1. Areas of Application:• Concrete, solid brick, solid sand-lime brick, vertically perforated brick,

hollow sand-lime brick, aerated concrete, plasterboard, gypsum fibreboard

• Suitable for mounting wardrobes, curtain rails, wall shelves, lightweight wall cupboards, picture frames, mirrors, lamps, cable ducts, cable clamps, electrical switches, washbasins, towel rails, information signs, motion detectors, etc.

• For attaching components in conjunction with a wood or chipboard screw (without drill tip, counter thread, ring thread) (e.g. ASSY-D)

• Can be used outdoors or in wet rooms in conjunction with a stainless steel screw

2. Advantages:• Guaranteed to knot in all hollow materials and to expand in all solid materials.• Patented dowel head causes the plug’s shaft to knot when the screw is screwed in.

• Low screwing torque but high holding torque• The insertion block prevents premature expansion during through-hole mounting.• Plug’s collar can be folded down, thus making it suitable for pre-inser tion mounting and through-hole mounting• The anti-turn device/position holder prevents the plug from turning in the hole.• The Zebra Shark W-ZX dowel is suitable for all screw types.

3. Properties:• High-quality polyamide (nylon).• Halogen and silicone-free.• Resistant to decay, weathering and ageing.• Sizeisunaffectedbytemperaturesfrom–40°Cto100°C.

Materials: Concrete and Solid Stone. Materials: Hollow Chamber Stone. Materials: Plasterboard.

Drill Hole Clean Drill Hole Insert Wall Plug Insert Wall Plug Drill Hole Insert Dowel Screw Flush Drill Hole Insert Dowel Screw Flush

Setting Instructions:

Product Performance

The most versatile plastic anchor. Knots into cavities, expands in solid materials.


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W-ZX® ZEBRA SHARK PRO® MULTIPURPOSE ANCHOR

Can be stored in ORSY® system

Characteristic valuesEdge clearance3) ar≥ [mm] 30 35 40 50 65Nom. drill dia. ddrl [mm] 3 4 4.5 6 8Screw length ls [mm] Attached part thickness (+ plaster/insulation thickness) + dowel length + screw dia.

Performance dataAnchor diameter [mm] 5 6 8 10 12

Concrete ≥ B25; C20/25

Frec. [kN]

0.5 0.9 1.1 1.9 2.4Solid brick ≥ Mz12; KS12 0.3 0.5 0.7 1.4 1.7Vertically perforated brick ≥ Hlz122) 0.1 0.2 0.2 0.3 0.3Perforated sand-lime brick ≥ KSL122) 0.2 0.4 0.6 1.0 1.0Aerated concrete PB2; PP22) 0.05 0.1 0.1 0.15 0.2Gypsum plasterboard d = 12.5 mm2) 0.1 0.1 0.1 0.1 0.1Gypsum plasterboard d = 25 mm2) 0.15 0.15 0.15 0.15 0.15Gypsum fibrous panels (Fermacell)2) 0.2 0.2 0.2 0.25 0.25Re

com

men

ded

load

s1)

1) These values apply to the use of wood screws with a large screw diameter. 2) The drill hole is to be made with a rotary drill (without impacting or hammering). 3) Edge clearance in concrete.

W-ZX Shark Pro Muiti-purpose Anchor Assortment

Contents:5 x 28 = 200 pcs, 6 x 35 = 200 pcs, 8x46=100pcs,10x56=100pcs,12 x 66 = 20 pcs = 620 pcs

Art. No. 5964 590 600 P. Qty 1

Art. No. 5906 205 28 5906 206 35 5906 208 46 5906 210 56 5906 212 66P. Qty. 200/4800 200/3200 200/1600 100/800 50/400Anchor diameter 5 mm 6 mm 8 mm 10 mm 12 mmAnchor length (l) 28 mm 35 mm 46mm 56 mm 66 mmNominal drill-bit diameter (d 0) 5 mm 6 mm 8 mm 10 mm 12 mmDrill hole depth (t) 40mm 45mm 55 mm 65 mm 75 mmEdge clearance (a r) 30 mm 35 mm 40mm 50 mm 65 mmEmbedding depth (h s) 27 mm 34mm 45mm 55 mm 65 mmMin. required screw diameter 3 mm 4mm 4.5mm 6 mm 8 mmMax. required screw diameter 4mm 5 mm 6 mm 8 mm 10 mm

Material PA - PolyamideColour AnthraciteRequired screw length (l s) .- condition Thickness of the add-on part (+ plaster/insulation thickness) + anchor length + screw diameterMax. attachment height (d a) - condition Dependent on screw length








ZEBRA SHARK ANCHORS

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Product Performance

without collar (mother-of-pearl red)

with collar (mother-of-pearl white)

ZEBRAShark® Anchor AssortmentContents: 6 x 36 = 150 pcs.. 6 x 37 = 150 pcs..8 x 51 = 75 pcs.. 8 x 52 = 75 pcs..10 x 61 = 40 pcs..10 x 62 = 40 pcs.= 530 pieces.Art. No. 5964 090 601 P. Qty. 1

1. Applications• Can be used with the largest possible screw diameter in solid and

hollow-chamber stone. always enabling strong hold• Pre-formed thread in head• Three-part division for form-fitting or frictionally engaged anchoring• Wings as twist lock in solid or hollow-chamber stone

2. Advantages• Low screw-in torque of WÜPOFAST® screw due to pre-formed thread• Twist lock due to locking edge running lengthwise• One screw diameter can be used – regardless of application• In hollow stones/walls. form-fitting results due to knotting together or

bending out of spreading segments

3. Properties• The universal plug for subordinate securing in nearly all building

materials• In solid and hollow-chamber stone of any kind• In gypsum plasterboard sheets. pressboard. wood panels etc.• For use with stud screws. hooks. ring screws. WÜPOFAST®. ECOFAST®

screws and wood screws• Fully resistant to rotting. weather and aging• Temperature-neutral from –40°C to 100°C

Drill hole Clean borehole Set anchor in place Screw in screw until flush

Drill hole Set anchor in place Screw in screw until flush

Drill hole Set anchor in place Screw in screw until flush

Surface: Gypsum plasterboardSurface: Hollow-chamber stoneSurface: Concrete and solid stoneSetting instructions


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ZEBRA SHARK ANCHORS

Characteristic valuesScrew dia. dscr [mm] 3.5 4.5 5 5 6 7 8-10 10-12Screw length = anchor length + material thickness to be attached + screw dia. + any plaster/insulation thicknessNom. drill dia. ddrl [mm] 5.0 6 7 7 8 10 12 14Drill hole depth p ≥ [mm] 40 45 45 60 60 70 80 85Setting depth hS ≥ [mm] 30 36 35 50 51 60 70 75Hole dia. in comp. dcon. ≥ [mm] 5.5 6.5 7.5 7.5 7 10.5 12.5 14.5

Performance DataAnchor diameter [mm] 5 6 71) 71) 8 10 12 14

Reco

mm

ende

d Lo

ads2

Concrete ≥ B25; C20/25

Frecom. [kN]

0.2 0.3 0.3 0.3 0.4 1.0 1.1 1.3Solid stone ≥ Mz12; KS12 0.2 0.3 0.3 0.3 0.35 0.4 0.45 0.45Vertically perforated brick ≥ Hlz123) 0.1 0.15 0.15 0.15 0.2 0.25 0.25 0.3

Perforated sand-lime brick ≥ KSL123) 0.2 0.2 0.2 0.2 0.4 0.4 0.5 0.6

Aerated concrete PB2; PP23) 0.04 0.1 0.12 0.12 0.15 0.2 0.2 0.3

Gypsum plasterboard d ≥ 12.5 mm

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Gypsum plasterboard d ≥ 25 mm

0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15

Pumice 0.11 0.13 0.15 0.15 0.18 0.23 0.25 0.28

Anchor Dimensions

Total length l [in mm]

Max. attachment height da [in mm]

Designation

Art. No.ZEBRA Shark® anchors without collars

Art. No.ZEBRA Shark® anchors with collars

Packing unit P. Qty.

Depends on screw length

31 32 36 37 36 37 51 52 51 52 61 62 71 72 75 76

200

200

200

200

100

100

100

100

200

200

100

100

25

25

20

20

5 x

31

5 x

32

6 x

36

6 x

37

7 x

36

7 x

37

7 x

51

7 x

52

8 x

51

8 x

52

10 x

61

10 x

62

12 x

71

12 x

72

14 x

75

14 x

76

0906

005

31

0906

006

36

0906

008

51

0906

010

61

0906

006

37

0906

008

52

0906

010

62

1) dia. 7 mm still without pre-formed thread.2) These values apply to the use of wood screws with a large screw diameter.3) The drill hole must be made with a rotary drill (without impacting or hammering).










W-ZND NAIL ANCHOR

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1. Applications• Can be used in concrete, solid brick, chalky sandstone, aerated

concrete, vertically perforated brick, lightweight concrete, perforated sand-lime brick, screed, gypsum planks

• Any attachments in woodworking, metalworking, sanitation and electrical applications for light and medium load range

• Flat head: Securing brackets, panels, plates, cable ducts and all components for non-recessed installation

• Countersunk head: Securing squared timber, laths, thin metal sheets and all components for recessed installation

• Connection thread for screwing on pipe clamps, clamps, holders, etc.• �Type�DS�with�sealing�washer:�Securing�of�roof�flashing,�metal�sheets�

while�simultaneously�sealing�off�anchor�hole

2. Advantages• Fast, low-cost installation• No searching for the matching screw through pre-assembly• For use in through-bolt mounting• Can be released again through drive in screw head• �No�premature�spreading�thanks�to�integrated�and�defined�knock-in�lock

3. Properties• Resistant to UV radiation• Plastic dowel made of high-quality polyamide, making it resistant to

rotting• Temperature-resistant from – 40 °C to 150 °C• For countersinking and leaving protruding• Countersunk head design countersinks itself automatically in soft wood• Halogen-free

Countersunk head (Type SK) Nail galvanized steel Flat head (Type FK) Nail galvanized steel Mushroom head (Type PK) Nail galvanized steel Flat head (Type FK) Nail A2 stainless-steel, rustproof Countersunk head (Type SK) Nail A2 stainless steel Flat head (Type FK) Nail A2 stainless steelMushroom head (Type PK)Nail A2 stainless steel Countersunk head (Type DS) Nail A2 stainless steel; compl. with A2 tinsmith sealing washer


Drill hole Clean drill hole Insert anchor throughthe component intothe drill hole

Knock in expansionnail�until�flush

Surface: Concrete, solid brick

Product Performance


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W-ZND NAIL ANCHOR

Anchor DimensionsAnchor diameter 5 6 8

Total length I [mm]

30 40 50 35 40 50 60 80 45 60 80 100

120

140

Max. attachment height tfix [mm] 5 15 25 10 10 20 30 50 5 50 40 60 80 95

Designation W-ZND

5 x

30

5 x

40

5 x

50

6 x

35

6 x

40

6 x

50

6 x

60

6 x

80

8 x

45

8 x

60

8 x

80

8 x

100

8 x

120

8 x

140

Countersunk head (Type SK) Nail: Galvanized steel

0906

315

30

0906

315

40

– 0906

316

350

0906

316

40

0906

316

500

0906

316

60

0906

316

80

– 0906

318

60

0906

318

80

0906

318

100

– 0906

318

140

Countersunk head (Type FK) Nail: Galvanized steel

0906

305

30

– – 0903

306

351

0906

306

40

0906

306

50

0906

306

60

– – – 0906

308

800

– – –


200

100

Flat head (Type FK)Nail: stainless steel A2

– – – – 0906

346

40

– – – – – – – – –

Countersunk head (Type SK)Nail: stainless steel A2

– – – – – – 0906

356

60

0906

356

80

– 0906

358

60

0906

358

80

0906

358

100

0906

358

120

–

Mushroom head (Type PK)Nail: stainless steel A2

– – – – 0906

366

40

– – – – – – – – –

Countersunk head (Type DS)Nail: Stainless steel A2, compl. with tinsmith sealing washer A2

– – – – 0906

376

401

*09

06 3

76 4

02**

0906

376

601

*

0906

376

801

*


100

Storable in ®ORSY*washer dia. 15 mm **washer dia. 20 mm































W-ZND NAIL ANCHOR

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Performance DataAnchordiameter [mm] 5 6 8 10

Concrete ≥ B25 or C20/25

Frecom. [kN]

0,17 0,26 0,40 0,55Solid brick Mz 12 0,21 0,30 0,35 0,40Sand-lime brick KS 12 0,20 0,30 0,35 0,40Aerated concrete PP2 0,04 0,05 0,08 0,08Aerated concrete PP4 0,08 0,10 0,12 0,12Vertically perforated brick Hlz 12 0,13 0,15 0,20 –Solid lightweight concrete pu-mice V2

0,15 0,16 0,18 –

Perforated sand-lime brick KSL 12

0,10 0,12 0,13 –

Characteristic valuesTightening torque (only Type GEW) Tinst [Nm] – 6 6 –Drill hole depth h1 ≥ [mm] 30 35 45 55Setting depth hnom ≥ [mm] 25 30 40 50Thread dia. (only type GEW) dthr [mm] – 6 8 –Thread type (only Type GEW) Ithr. [mm] – 6 9 –Nom. drill dia. d0 [mm] 5 6 8 10Hole dia. in comp. df [mm] 5 6 8 10

ANCHOR TECHNOLOGY

Pub 39 - V1.1 - Oct 2019. Photographs are for illustrative purposes only and may not represent actual products. We reserve the right to correct printing errors. Wurth is a registered trademark of Wurth International AG. ABN 48 002 487 096. All information, images and content is copyright of Wurth Australia Pty. Ltd.

Wurth Australia Pty. Ltd. Head Office2/1 Healey Road, Dandenong South, VIC. 3175 T: 1300 65 77 65 (Local Call) F: 1800 03 23 [email protected] www.wurth.com.au

Documents

ANCHOR TECHNOLOGY€¦ · Anchor Design, Coatings & Material 4 – 5 W-BS Concrete Screw 6 – 11 W-FA & W-FAZ Fix Anchor 15 – 18 W-HAZ High-Performance Anchor 19 – 22 W-ED Drive-In