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All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 1
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 2
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 3
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 4
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 5
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 6

All-rounder injectable mortar WIT-VM 250

All-rounder chemical injection mortar WIT-VM 250
ANC-MORT-(WIT-VM250)-300ML

Art.-no. 0903450201
EAN 4053479015682
All versions

Prices for customers after login
All-rounder injectable mortar WIT-VM 250

Art.-no. 0903450201

Prices for customers after login
Quantity
PU

Exclusively for trade customers

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The all-rounder for concrete, masonry and post-installed rebar connections

Two-component reactive resin mortar, styrene-free vinyl ester



Individual fixing point, cracked and uncracked concrete, seismic performance category C1


W-VI-A anchor rod, W-VD-A anchor rod, standard threaded rod with acceptance test certificate 3.1



Masonry individual fixing point (system with WIT-SH perforated sleeve):


WIT-SH perforated sleeve, WIT-AS anchor rod, WIT-IG internally threaded sleeve



Individual fixing point for masonry (system with SH perforated sleeve):


SH perforated sleeve, W-VI-A anchor rod, standard threaded rod with acceptance certificate 3.1



Post-installed rebar connection

Proof of Performance
  • European Technical Assessment ETA-12/0164: Individual fixing point + cracked and uncracked concrete (anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1

  • European Technical Assessment ETA-13/1040: Individual fixing point + masonry consisting of solid and perforated brick, aerated concrete (perforated sleeve WIT-SH, anchor rod WIT-AS, internally threaded sleeve WIT-IG, aerated concrete only with perforated sleeve WIT-SH 18x95)

  • European Technical Assessment ETA-16/0757 and ETA-20/0854: Individual fixing point + masonry consisting of solid and perforated brick, aerated concrete (perforated sleeve SH, anchor rod W-VI-A, internally threaded sleeve, threaded rod with acceptance test certificate 3.1, aerated concrete only without perforated sleeve)

  • European Technical Assessment ETA-12/0166: Post-installed rebar connection, 330 ml, 420 ml, 825 ml cartridges only
Application area
Awning
Steel supports
Brackets
French balconies

Drill holes with a rotary drill (without impact mechanism)

Clean the drill hole:


2x blow out/2x mechanical brush out/2x blow out

Cut anchor rod to length and mark the desired insertion depths

Insert perforated sleeve

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Completely fill with composite mortar from end of perforated sleeve

Press in anchor rod up to the bottom of the sleeve while turning slightly

Load can be applied to the reinforcement bar after observing the curing time

Mount component; do not exceed maximum torque

Cut tubular film clip before use!

Tubular film cartridge, 300 ml:


Cut tubular film clip before use! First section of mortar approx. 20 cm

Before use, dispense a bead of approx. 20 cm

Create the drill hole

Clean the drill hole:


Blow out 4x with compressed air/brush out 4x mechanically/blow out 4x with compressed air

Cut anchor rod to length and mark the desired insertion depths

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Fill composite mortar from bottom of drill hole

Press in anchoring element up to drill hole base while turning slightly

Visual check of mortar volume, embedment depth mark

Load can be applied to the reinforcement bar after observing the curing time

Install component, apply installation torque

Cut tubular film clip before use!

Tubular film cartridge, 300 ml:


Cut tubular film clip before use! First section of mortar approx. 20 cm

Before use, dispense a bead of approx. 20 cm

Create the drill hole

Clean the drill hole:


4x blow-out/4x mechanical brush-out/4x blow-out, effective anchorage depth > 240 mm drill hole with oil-free compressed air, min. 6 bar blow-out pressure

Place the embedment depth mark on the rod and check the drilling hole depth

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Mount injection equipment, fill composite mortar from bottom of drill hole

Insert the reinforcement bar until it reaches the mark, turning slightly

Visual check of the mortar volume, observe maximum processing time

Load can be applied to the reinforcement bar after observing the curing time
Minimum curing times in concrete
Temperature of base materialProcessing timeMinimum curing time in dry concreteMinimum curing time in wet concrete
≥ -10 °C1)90 min24 h48 h
≥ -5 °C2)90 min14 h28 h
≥ 0 °C2)45 min7 h14 h
≥ +5 °C2)25 min2 h4 h
≥ +10 °C2)15 min80 min160 min
≥ +20 °C2)6 min45 min90 min
≥ +30 °C2)4 min25 min50 min
≥ +35 °C2)2 min20 min40 min
≥ +40 °C3)1.5 min15 min30 min
1) Cartridge temperature: ≥ +15 °C
2) Cartridge temperature: +5 °C to +25 °C
3) Cartridge temperature: < 20 °C
Minimum curing times in masonry
Temperature of base materialProcessing timeMinimum curing time in dry masonryMinimum curing time in wet masonry
-10 °C to -6 °C1)90 min24 h48 h
-5 °C to -1 °C2)90 min14 h28 h
0 °C to +4 °C2)45 min7 h14 h
+5 °C to +9 °C2)25 min2 h4 h
+10 °C to +19 °C2)15 min80 min160 min
+20 °C to +24 °C2)6 min45 min90 min
+25 °C to +29 °C2)4 min25 min50 min
+30 °C to +40 °C3)2.5 min15 min30 min
1) Cartridge temperature: ≥ +15 °C
2) Cartridge temperature: +5 °C to +25 °C
3) Cartridge temperature: < +20 °C
  • European Technical Assessment ETA-12/0164: Individual fixing point + cracked and uncracked concrete (anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1

  • European Technical Assessment ETA-13/1040: Individual fixing point + masonry consisting of solid and perforated brick, aerated concrete (perforated sleeve WIT-SH, anchor rod WIT-AS, internally threaded sleeve WIT-IG, aerated concrete only with perforated sleeve WIT-SH 18x95)

  • European Technical Assessment ETA-16/0757 and ETA-20/0854: Individual fixing point + masonry consisting of solid and perforated brick, aerated concrete (perforated sleeve SH, anchor rod W-VI-A, internally threaded sleeve, threaded rod with acceptance test certificate 3.1, aerated concrete only without perforated sleeve)

  • European Technical Assessment ETA-12/0166: Post-installed rebar connection, 330 ml, 420 ml, 825 ml cartridges only
Product information

Würth Catalogue

Datasheets(X)

Safety data sheet 1

Safety data sheet 2

Certificates/ Documents

 | 

 | 

Application area
  • Anchoring in cracked and uncracked concrete, masonry consisting of solid and perforated brick, aerated concrete and for post-installed reinforcement rods.

  • Suitable for attaching metal structures, metal profiles, wooden structures, brackets, grids, pipes, cable conduits etc.
Instructions

A 330 ml and 420 ml cartridge can continue to be used until the best before date, by changing the mixer nozzle or resealing it with the end cap.

Type description

WIT-VM 250

Contents

300 ml

Included in delivery

Mortar cartridge 300 ml (tubular film) + 1 x mixer nozzle

Suitable application gun

Battery-powered application gun 330ml
Application gun WIT 330ml
Application gun MULTI
Silicone application gun 310ml

Min./max. processing temperature /conditions

-10 to 40 °C / temperature in the anchorage ground during processing and hardening

Min./max. ambient temperature / Conditions

-40 to 120 °C / after completely curing process

Temperature resistance, long-term temperatures max.

72 °C

Temperature resistance, short-term temperatures max.

120 °C

Shelf life from production/conditions

12 Month / cool and dry storage area, 5°C to 25°C

Approval

ETA-12/0164
ETA-13/1040
ETA-16/0757
ETA-20/0854

Chemical basis

Vinylester, styrene free

Colour

Grey

Cracked and uncracked concrete: Performance data and installation parameters
Anchor diameterM8M10M12M16
Cracked concrete
Uncracked concrete
Temperature range: 24 °C1)/40 °C2) (temperature ranges 50 °C/80 °C and 72 °C/120 °C; see ETA-12/0164)
Base material: Dry and wet concrete (base material: water-filled drill hole; see ETA-12/0164)
Concrete compressive strength: C20/25 (C25/30 to C50/60 see ETA-12/0164, without congested reinforcement)
Effective anchorage depthhef [mm]608016060902007011024080125320
Admissible centric tension load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Nadm [kN]2,43,26,43,75,612,55,89,119,78,813,735,1
Zinc-plated steel, 8.8Nadm [kN]2,43,26,43,75,612,55,89,119,78,813,735,1
A4 and HCR
stainless steel		Nadm [kN]2,43,26,43,75,612,55,89,119,78,813,735,1
Admissible shear load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Vadm [kN]5,15,15,18,68,68,612,012,012,021,122,322,3
Zinc-plated steel, 8.8Vadm [kN]5,77,78,69,013,113,113,819,419,421,132,036,0
A4 and HCR
stainless steel		Vadm [kN]5,76,06,09,09,29,213,713,713,721,125,225,2
Admissible centric tension load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Nadm [kN]7,28,68,69,013,413,811,719,720,014,428,037,1
Zinc-plated steel, 8.8Nadm [kN]7,29,613,89,013,421,911,719,731,914,428,059,5
A4 and HCR
stainless steel		Nadm [kN]7,29,69,99,013,415,711,719,722,514,428,042,0
Admissible shear load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Vadm [kN]5,15,15,18,68,68,612,012,012,022,322,322,3
Zinc-plated steel, 8.8Vadm [kN]8,68,68,613,113,113,119,419,419,430,636,036,0
A4 and HCR
stainless steel		Vadm [kN]6,06,06,09,29,29,213,713,713,725,225,225,2
Nominal drill dia.d0 [mm]10121418
Drill hole depth/effective anchorage depthh0/hef [mm]608016060902007011024080125320
Minimum edge distancecmin [mm]40506080
Minimum spacingsmin [mm]40506080
Minimum member thicknesshmin [mm]100110190100120230100140270116161356
Through hole in the component being connecteddf ≤ [mm]9121418
Torque while installing anchorTinst ≤ [Nm]10204080
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. Please refer to the EOTA Technical Report TR 029 "Design of Bonded Anchors" for information on combining
tensile and shear loads, the influence of the edge distance and groups of anchors.
Cracked and uncracked concrete: Performance data and installation parameters
Anchor diameter M20M24M27M30
Temperature range: 24 °C1)/40 °C2) (temperature ranges 50 °C/80 °C and 72 °C/120 °C; see ETA-12/0164)
Base material: Dry and wet concrete (base material: water-filled drill hole; see ETA-12/0164)
Concrete compressive strength: C20/25 (C25/30 to C50/60 see ETA-12/0164, without congested reinforcement)
Effective anchorage depthhef [mm]9017040096210480108240540120270600
Cracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Nadm [kN]12,223,354,913,434,679,016,052,5109,518,863,4133,3
Zinc-plated steel, 8.8Nadm [kN]12,223,354,913,434,679,016,052,5118,118,863,4145,9
A4 and HCR
stainless steel		Nadm [kN]12,223,354,913,434,679,016,052,557,418,863,470,2
Admissible shear load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Vadm [kN]29,334,934,932,250,350,338,565,765,745,180,080,0
Zinc-plated steel, 8.8Vadm [kN]29,355,956,032,280,680,638,5105,1105,145,1128,0128,0
A4 and HCR
stainless steel		Vadm [kN]29,339,439,432,256,856,834,534,534,542,042,042,0
Uncracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Nadm [kN]17,144,458,118,961,083,822,574,5109,526,388,9133,4
Zinc-plated steel, 8.8Nadm [kN]17,144,493,118,961,0134,322,574,5175,226,388,9202,0
A4 and HCR
stainless steel		Nadm [kN]17,144,493,118,961,094,422,557,457,426,370,270,2
Admissible shear load3)
(individual anchor without the influence of the edge distance)		Zinc-plated steel, 5.8Vadm [kN]34,934,934,945,250,350,354,065,765,763,28080
Zinc-plated steel, 8.8Vadm [kN]41,156,056,045,280,680,654,0105,1105,163,2128,0128,0
A4 and HCR
stainless steel		Vadm [kN]39,439,439,445,256,856,834,534,534,542,042,042,0
Nominal drill dia.d0 [mm]24283235
Drill hole depth/effective anchorage depthh0/hef [mm]9017040096210480108240540120270600
Minimum edge distancecmin [mm]100120135150
Minimum spacingsmin [mm]100120135150
Minimum member thicknesshmin [mm]138218448152266536172304604190340670
Through hole in the component being connecteddf ≤ [mm]22263033
Torque while installing anchorTinst ≤ [Nm]120160180200
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance and on anchor groups, please observe EOTA Technical Report TR 029 "Design of Bonded Anchors".
Characteristic values for masonry consisting of autoclaved aerated concrete and solid brick without perforated sleeve
Anchor diameterM8M10M12M16
Masonry consisting of perforated brick with perforated sleeve and solid block with perforated sleeve
Plastic perforated sleeveWithout perforated sleeveWithout perforated sleeveWithout perforated sleeveWithout perforated sleeve
Nominal drill dia.d0 [mm]10121418
Drill hole depthh0 ≥ [mm]8090100100
Effective anchorage depthhef = [mm]8090100100
Minimum wall thicknesshmin = [mm]hef + 30 mm
Through hole in the component being connecteddf ≤ [mm]9121418
Brush diameterdb ≥ [mm]12141620
Torque while installing anchorTinst ≤ [Nm]See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Anchor diameterM8M8/M10M12/M16
Plastic perforated sleevePerforated sleeve 12x80Perforated sleeve 16x85Perforated sleeve 16x130Perforated sleeve
20x85		Perforated sleeve
20x130		Perforated sleeve
20x200
Nominal drill dia.d0 [mm]121616202020
Drill hole depthh0 ≥ [mm]859013590135205
Effective anchorage depthhef = [mm]808513085130200
Minimum wall thicknesshmin = [mm]115115195115195195
Through hole in the component being connecteddf ≤ [mm]99 (M8)/12 (M10)14 (M12)/18 (M16)
Brush diameterdb ≥ [mm]141822
Torque while installing anchorTinst ≤ [Nm]See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Installation parameters for internal thread anchor W-VI-IG
Masonry consisting of autoclaved aerated concrete and solid brick without perforated sleeve
Anchor diameterIT-M6x90
Without perforated sleeve		IT-M8x100
Without perforated sleeve		IT-M10x100
Without perforated sleeve
Masonry consisting of perforated brick with perforated sleeve and solid block with perforated sleeve
Plastic perforated sleeve
Nominal drill dia.d0 [mm]121418
Drill hole depthh0 ≥ [mm]90100100
Effective anchorage depthhef = [mm]90100100
Minimum wall thicknesshmin = [mm]hef + 30 mm
Through hole in the component being connecteddf ≤ [mm]7912
Brush diameterdb ≥ [mm]141620
Torque while installing anchorTinst ≤ [Nm]See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Anchor diameterIT-M6x80
Perforated sleeve 16x85		IT-M8x80
Perforated sleeve 20x85		IT-M10x80
Perforated sleeve 20x85
Plastic perforated sleeve
Nominal drill dia.d0 [mm]162020
Drill hole depthh0 ≥ [mm]909090
Effective anchorage depthhef = [mm]858585
Minimum wall thicknesshmin = [mm]115115115
Through hole in the component being connecteddf ≤ [mm]7912
Brush diameterdb ≥ [mm]182222
Torque while installing anchorTinst ≤ [Nm]See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm³]Brick format6) [mm]Effective anchorage depth hef [mm]Minimum member thickness hmin [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
Performance data: Solid brick masonry without perforated sleeve
Solid brick Mz-DF EN 771-1
Solid sand-lime block KS-NF EN 771-2
Lightweight solid concrete block Vbl EN 771-3
Autoclaved aerated concrete (AAC) 6 EN 771-4
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
M8101,64240 x 115 x 5580110141.0 (0.43)7)1.0 (0.34)7)240240120120(60)7)
201.29 (0.71)7)1.43 (0.43)7)
281.57 (0.71)7)1.57 (0.57)7)
M10/
IT M6		10901201.0 (0.43)7)1.0 (0.34)7)270270120135(60)7)
201.57 (0.71)7)1.43 (0.43)7)
281.71 (0.86)7)1.57 (0.57)7)
M12/
IT M8		101001301.14 (0.57)7)1.0 (0.34)7)300300120150(60)7)
201.71 (0.86)7)1.43 (0.43)7)
282.0 (1.0)7)1.57 (0.57)7)
M16/
IT M10		101001301.14 (0.57)7)1.57 (0.43)7)300300120150(60)7)
201.71 (0.86)7)2.29 (0.71)7)
282.0 (1.0)7)2.57 (0.86)7)
M8102,0240 x 115 x 558011021.29 (0.57)7)0.71 (0.43)7)240240120120(60)7)
201.57 (0.71)7)1.14 (0.71)7)
271.86 (0.86)7)1.29 (0.71)7)
M10/
IT M6		10901201.29 (0.57)7)0.86 (0.57)7)270270120135(60)7)
201.57 (0.71)7)1.29 (0.71)7)
271.86 (0.86)7)1.57 (0.86)7)
M12/
IT M8		101001301.29 (0.57)7)0.71 (0.43)7)300300120150(60)7)
201.57 (0.71)7)1.14 (0.71)7)
271.86 (0.86)7)1.29 (0.71)7)
M16/
IT M10		101001301.0 (0.43)7)0.71 (0.43)7)300300120150(60)7)
201.43 (0.71)7)1.14 (0.71)7)
271.57 (0.71)7)1.29 (0.71)7)
M820,63300 x 123 x 2488011020,710,8624024012012060
901200,860,8627027012013560
M10/
IT M6		901200,860,86
M12/
IT M8		1001300,860,8630030012015060
M16/
IT M10		1001300,860,86
M860,6499 x 240 x 2498011020.89 (0.54)7)2,14240240100120cmin,N = (75)7)
cmin,V|| = (75)7)
cmin,V ⊥ = ccr
M10/
IT M6		901201.07 (0.71)7)3,57270270100135
M12/
IT M8		1001301.43 (1.07)7)3,57300300100150
M16/
IT M10		1001301.96 (1.25)7)3,57
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be taken from the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Performance data: Solid brick masonry without perforated sleeve
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm³]Brick format6) [mm]Effective anchorage depth hef [mm]Minimum member thickness hmin [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
Solid brick Mz-DF EN 771-1
Solid sand-lime block KS-NF EN 771-2
M8
Perforated sleeve 12x80		101,64240 x 115 x 558011521.0 (0.43)7)1.0 (0.34)7)240240120120(60)7)
201,64240 x 115 x 5521.29 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.57 (0.71)7)1.57 (0.57)7)
M8
Perforated sleeve 16x85		101,64240 x 115 x 558511521.0 (0.43)7)1.0 (0.34)7)255255120127,5(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M8
Perforated sleeve 16x130		101,64240 x 115 x 5513019521.0 (0.43)7)1.0 (0.34)7)390390120195(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M10/IT M6
Perforated sleeve 16x85		101,64240 x 115 x 558511521.0 (0.43)7)1.0 (0.43)7)255255120127,5(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M10
Perforated sleeve 16x130		101,64240 x 115 x 5513019521.0 (0.43)7)1.0 (0.43)7)390390120195(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
271,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M12/IT M8
Perforated sleeve 20x85		101,64240 x 115 x 558511521.0 (0.43)7)1.0 (0.43)7)255255120127,5(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
271,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M12
Perforated sleeve 20x130		101,64240 x 115 x 5513019521.0 (0.43)7)1.0 (0.43)7)390390120195(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
271,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M12
Perforated sleeve 20x200		101,64240 x 115 x 5520024021.0 (0.43)7)1.0 (0.43)7)600600120300(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
271,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M16/IT M10
Perforated sleeve 20x85		101,64240 x 115 x 558511521.0 (0.43)7)1.0 (0.43)7)255255120127,5(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M16
Perforated sleeve 20x130		101,64240 x 115 x 5513019521.0 (0.43)7)1.0 (0.43)7)390390120195(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M16
Perforated sleeve 20x200		101,64240 x 115 x 5520024021.0 (0.43)7)1.0 (0.43)7)600600120300(60)7)
201,64240 x 115 x 5521.43 (0.71)7)1.43 (0.43)7)
281,64240 x 115 x 5521.71 (0.86)7)1.57 (0.57)7)
M8
Perforated sleeve 12x80		102,0240 x 115 x 718011521.0 (0.43)7)0.71 (0.43)7)240240120120(60)7)
201.43 (0.71)7)1.14 (0.71)7)
271.71 (0.86)7)1.29 (0.71)7)
M8
Perforated sleeve 16x85		10851150.86 (0.43)7)0.71 (0.43)7)255255120127,5(60)7)
201.29 (0.57)7)1.14 (0.71)7)
271.43 (0.71)7)1.29 (0.71)7)
M8
Perforated sleeve 16x130		101301950.86 (0.43)7)0.71 (0.43)7)390390120195(60)7)
201.29 (0.57)7)1.14 (0.71)7)
271.43 (0.71)7)1.29 (0.71)7)
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be taken from the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm³]Brick format6) [mm]Effective anchorage depth hef [mm]Minimum member thickness hmin [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
Performance data: Solid brick masonry without perforated sleeve
Solid sand-lime block KS-NF EN 771-2
Lightweight solid concrete block Vbl EN 771-3
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in European Technical Assessment A-16/0757
M10/IT M6
Perforated sleeve 16x85		102,0240 x 115 x 718511520.86 (0.43)7)0.71 (0.43)7)255255120127,5(60)7)
202,0240 x 115 x 7121.29 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.43 (0.71)7)1.29 (0.71)7)(60)7)
M10
Perforated sleeve 16x130		102,0240 x 115 x 7113019520.86 (0.43)7)0.71 (0.43)7)390390120195(60)7)
202,0240 x 115 x 7121.29 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.43 (0.71)7)1.29 (0.71)7)(60)7)
M12/IT M8
Perforated sleeve 20x85		102,0240 x 115 x 718511520.71 (0.34)7)0.71 (0.43)7)255255120127,5(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M12
Perforated sleeve 20x130		102,0240 x 115 x 7113019520.71 (0.34)7)0.71 (0.43)7)390390120195(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M12
Perforated sleeve 20x200		102,0240 x 115 x 7120024020.71 (0.34)7)0.71 (0.43)7)600600120300(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M16/IT M10
Perforated sleeve 20x85		102,0240 x 115 x 718511520.71 (0.34)7)0.71 (0.43)7)255255120127,5(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M16
Perforated sleeve 20x130		102,0240 x 115 x 7113019520.71 (0.34)7)0.71 (0.43)7)390390120195(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M16
Perforated sleeve 20x200		102,0240 x 115 x 7120024020.71 (0.34)7)0.71 (0.43)7)600600120300(60)7)
202,0240 x 115 x 7121.14 (0.57)7)1.14 (0.71)7)(60)7)
272,0240 x 115 x 7121.29 (0.57)7)1.29 (0.71)7)(60)7)
M8
Perforated sleeve 12x80		20,63300 x 123 x 2488011520,710,8624024012012060
M8
Perforated sleeve 16x85		851150,710,86255255127,5
M8
Perforated sleeve 16x130		1301950,710,86390390195
M10/IT M6
Perforated sleeve 16x85		851150,710,86255255127,5
M10
Perforated sleeve 16x130		1301950,710,86390390195
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Performance data: Solid brick and perforated brick masonry with perforated sleeve
Lightweight solid concrete block Vbl EN 771-3
Vertically perforated brick HLz-16DF EN 771-1
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm³]Brick format6) [mm]Minimum member thickness hmin [mm]Effective anchorage depth hef [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
M12/IT M8
Perforated sleeve 20x85		20,63300 x 123 x 2481158520,710,86255255120127,560
M12
Perforated sleeve 20x130		1951300,710,86390390195
M12
Perforated sleeve 20x200		2402000,710,86600600300
M16/IT M10
Perforated sleeve 20x85		115850,710,86255255127,5
M16
Perforated sleeve 20x130		1951300,710,86390390195
M16
Perforated sleeve 20x200		2402000,710,86600600300
M8
Perforated sleeve 12x80		60,83497 x 240 x 2381158020,710,71500240100100100
80,860,86
121,01,14
141,141,14
M8
Perforated sleeve 16x85		6115850,711,29
80,861,57
121,01,86
141,141,86
M8
Perforated sleeve 16x130		61951301,01,29
81,291,57
121,431,86
141,571,86
M10
Perforated sleeve 16x85		6115850,711,29
80,861,57
121,01,86
141,141,86
M10
Perforated sleeve 16x130		61951301,01,29
81,291,57
121,431,86
141,571,86
M12
Perforated sleeve 20x85		6115850,711,43120120
80,861,71
121,02,0
141,142,0
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm3]Brick format6) [mm]Effective anchorage depth hef [mm]Minimum member thickness hmin [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
Performance data: Perforated brick masonry with perforated sleeve
Vertically perforated brick HLz-16DF EN 771-1
Hollow calcium silicate block KS L-3DF EN 771-2
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
M12
Perforated sleeve 20x130		60,83497 x 240 x 23813019521,01,71500240100120120
81,292,0
121,432,57
141,572,57
M12
Perforated sleeve 20x200		62002401,01,71
81,292,0
121,432,57
141,572,57
M16/IT M10
Perforated sleeve 20x85		6851150,711,43
80,861,71
121,02,0
141,142,0
M16
Perforated sleeve 20x130		61301951,01,71
81,292,0
121,432,57
141,572,57
M16
Perforated sleeve 20x200		62002401,01,71
81,292,0
121,432,57
141,572,57
M8
Perforated sleeve 12x80		81,4240 x 175 x 1138011520,430.717)/0.288)24012012010060
120,571.147)/0.438)
140,711.07)/0.438)
M8
Perforated sleeve 16x85		88511580,431.147)/0.438)
120,571.147)/0.438)
140,711.717)/0.578)
M8
Perforated sleeve 16x130		81301950,431.147)/0.438)
120,711.147)/0.438)
140,711.717)/0.578)
M10/IT M6
Perforated sleeve 16x85		8851150,431.147)/0.438)
120,571.147)/0.438)
140,711.717)/0.578)
M10
Perforated sleeve 16x130		81301950,431.147)/0.438)
120,711.147)/0.438)
140,711.717)/0.578)
M12/IT M8
Perforated sleeve 20x85		8851151,141.147)/0.438)120
121,571.147)/0.438)
141,711.717)/0.578)
M12
Perforated sleeve 20x130		81301951,141.147)/0.438)
121,571.147)/0.438)
141,711.717)/0.578)
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Anchor sizeBrick compressive strength [N/mm²]Brick density [kg/dm³]Brick format6) [mm]Effective anchorage depth hef [mm]Minimum member thickness hmin [mm]Maximum installation torque Tinst,max [Nm]Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN]Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN]Char. spacing parallel to bed joint4) scr || [mm]Char. spacing perpendicular to bed joint4) scr ⊥ [mm]Minimum spacing 4) smin [mm]Char. edge distance ccr [mm]Minimum edge distance4) cmin [mm]
Performance data: Perforated brick masonry with perforated sleeve
Hollow calcium silicate block KS L-3DF EN 771-2
Hollow sand-lime block KS L-12DF EN 771-2
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
M12
Perforated sleeve 20x200		81,4240 x 175 x 11320024021,141.147)/0.438)24012012012060
121,571.147)/0.438)
141,711.717)/0.578)
M16/IT M10
Perforated sleeve 20x85		8851151,141.147)/0.438)
121,571.147)/0.438)
141,711.717)/0.578)
M16
Perforated sleeve 20x130		81301951,141.147)/0.438)
121,571.147)/0.438)
141,711.717)/0.578)
M16
Perforated sleeve 20x200		82002401,141.147)/0.438)
121,571.147)/0.438)
141,711.717)/0.578)
M8
Perforated sleeve 12x80		101,39498 x 175 x 2388011520,170,71500240120100100
120,170,86
160,261,0
M8
Perforated sleeve 16x85		10851150,171,57
120,171,86
160,262,29
M8
Perforated sleeve 16x130		101301950,711,57
120,861,86
161,02,29
M10/IT M6
Perforated sleeve 16x85		10851150,171,57
120,171,86
160,262,29
M10
Perforated sleeve 16x130		101301950,711,57
120,861,86
161,02,29
M12/IT M8
Perforated sleeve 20x85		10851150,431,57
120,431,86
160,572,29
M12
Perforated sleeve 20x130		101301950,711,57120120
120,861,86
161,02,29
M16/IT M10
Perforated sleeve 20x85		10851150,431,57
120,431,86
160,572,29
M16
Perforated sleeve 20x130		101301950,711,57
120,861,86
161,02,29
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Transverse tension load parallel to free edge
8) Transverse tension load directed towards free edge
Required accessory:
 
Product
Description
Quantity
PU
Price
/PU
Application gun WIT
Application gun WIT

APPLGUN-F.DWL-WIT-330ML

For pressing out WIT cartridges (150 ml, 280 ml, 320 ml, 300 ml, 330 ml) and silicone cartridges
x 1 pcs
FILL & CLEAN static mixer
FILL & CLEAN static mixer

MIX-DWL-PLA-WIT

For WIT cartridges of WIT-VM 250, WIT-VM 100, WIT-Nordic, WIT-Express, WIT-PM 200, WIT-EA 150 systems with cleaning element
x 10 pcs
Mixer nozzle extension WIT-MV
Mixer nozzle extension WIT-MV

EXT-(F.MIX-DWL)-PLA-10X200

Extension for the mixer nozzle
x 10 pcs
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles

PSTNPLG-(WIT-VS)-24MM

x 10 pcs
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles

PSTNPLG-(WIT-VS)-28MM

x 10 pcs
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles
Piston plug WIT-VS for ensuring that mortar-filled drill holes contain no air bubbles

PSTNPLG-(WIT-VS)-32MM

x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-20-M8X110

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-60-M8X150

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-15-M10X115

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-30-M10X130

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-65-M10X165

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-90-M10X190

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-10-M12X135

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-35-M12X160

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-85-M12X210

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-125-M12X250

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-175-M12X300

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-20-M16X165

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-45-M16X190

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-85-M16X230

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-105-M16X250

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-155-M16X300

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-20-M20X220

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-60-M20X260

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-100-M20X300

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-15-M24X260

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 5 pcs
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel
W-VD-A/S anchor rod for W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete, zinc-plated steel

ANC-(W-VD-A/S)-(A2K)-55-M24X300

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-20-M8X110

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-60-M8X150

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-15-M10X115

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-30-M10X130

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-65-M10X165

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-90-M10X190

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-10-M12X135

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-35-M12X160

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-85-M12X210

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-125-M12X250

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-175-M12X300

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-20-M16X165

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-45-M16X190

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-85-M16X230

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-105-M16X250

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-155-M16X300

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-20-M20X220

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-60-M20X260

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-100-M20X300

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 10 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-15-M24X260

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 5 pcs
W-VD-A anchor rod A4 stainless steel
W-VD-A anchor rod A4 stainless steel

ANC-(W-VD-A/A4)-A4-55-M24X300

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete
x 5 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M8X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M10X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M12X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M16X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M20X1000

For WIT injection systems in concrete and masonry
x 5 pcs
Anchor rod sold by the meter zinc-plated steel
Anchor rod sold by the meter zinc-plated steel

ANC-(WIT-THRROD)-DIN976-B-5.8-M24X1000

For WIT injection systems in concrete and masonry
x 5 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M8X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M10X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M12X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M16X1000

For WIT injection systems in concrete and masonry
x 10 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M20X1000

For WIT injection systems in concrete and masonry
x 5 pcs
Stainless anchor rod, product sold by metre A4 stainless steel
Stainless anchor rod, product sold by metre A4 stainless steel

ANC-(WIT-THRROD)-DIN976-B-A4-M24X1000

For WIT injection systems in concrete and masonry
x 5 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).
Additional accessory:
 
Product
Description
Quantity
PU
Price
/PU
Application gun WIT
Application gun WIT

APPLGUN-F.DWL-WIT-330ML

For pressing out WIT cartridges (150 ml, 280 ml, 320 ml, 300 ml, 330 ml) and silicone cartridges
x 1 pcs
Application gun WIT-Multi
Application gun WIT-Multi

APPLGUN-F.DWL-(WIT-MULTI)

For application of virtually all WIT cartridges and silicone cartridges
x 1 pcs
Cordless application gun WIT
Cordless application gun WIT

APPLGUN-CORDL-ANC-WIT-M-KST-330ML

Powerful Li-ion battery-powered application gun for WIT cartridges
x 1 pcs
Blow-out pump for drill hole cleaning
Blow-out pump for drill hole cleaning

BLWOTPMP-F.BRHOCLN-LAR

x 1 pcs
Hexagonal M6 machine chuck for concrete and masonry cleaning brushes
Hexagonal M6 machine chuck for concrete and masonry cleaning brushes

MAMNT-F.CLNBRSH-HEX

x 1 pcs
Machine chuck SDS-plus drive arbor, M6 for concrete and masonry cleaning brushes
Machine chuck SDS-plus drive arbor, M6 for concrete and masonry cleaning brushes

MAHOLD-F.CLNBRSH-PLUS-M6

x 1 pcs
Extension For concrete and masonry cleaning brush with M6 connecting thread
Extension For concrete and masonry cleaning brush with M6 connecting thread

EXT-(F.CLNBRSH-THRM6)-L270

For large effective anchorage depths
x 1 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).
Additive article:
 
Product
Description
Quantity
PU
Price
/PU
Hand cartridge gun high-quality
Hand cartridge gun high-quality

MANCLKGGUN-CART-RED/BLACK-310ML

High-quality design, semi-open, made of sheet steel with plastic handle
x 1 pcs
Manual caulking gun for cartridges Basic
Manual caulking gun for cartridges Basic

MANCLKGGUN-CART-MET-310ML

Simple design, semi-open, made of sheet steel with riveted struts
x 1 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

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