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





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- European Technical Assessment ETA-12/0164: Individual fixing point + cracked and uncracked concrete (W-VD-A anchor rod, 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 block, autoclaved aerated concrete (WIT-SH perforated sleeve, WIT-AS anchor rod, WIT-IG internally threaded sleeve, autoclaved aerated concrete only with WIT-SH 18x95 perforated sleeve)
- European Technical Assessment ETA-16/0757 and ETA-20/0854: Individual fixing point + masonry consisting of solid and perforated block, autoclaved aerated concrete (SH perforated sleeve, W-VI-A anchor rod, W-VI-IG internal thread anchor, threaded rod with acceptance test certificate 3.1, autoclaved aerated concrete only without perforated sleeve)
- European Technical Assessment ETA-12/0166: Post-installed rebar connection, 330 ml, 420 ml and 825 ml cartridges only
- EPD: Environmental product declaration in accordance with ISO 14025 and EN 15804+A2, EPD-AWU-20230406-CBA3
Datasheets(X)
Type description | WIT-VM 250 |
Contents | 300 ml |
Included in delivery | Mortar cartridge 300 ml (tubular film) + 1 x mixer nozzle |
Suitable application gun | 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 |
Performance data: Perforated block masonry with perforated sleeve | |||||||||||||
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 size | Brick 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] |
Vertically perforated brick HLz-16DF EN 771-1 | |||||||||||||
M12 Perforated sleeve 20x130 | 6 | 0,83 | 497 x 240 x 238 | 130 | 195 | 2 | 1,0 | 1,71 | 500 | 240 | 100 | 120 | 120 |
8 | 1,29 | 2,0 | |||||||||||
12 | 1,43 | 2,57 | |||||||||||
14 | 1,57 | 2,57 | |||||||||||
M12 Perforated sleeve 20x200 | 6 | 200 | 240 | 1,0 | 1,71 | ||||||||
8 | 1,29 | 2,0 | |||||||||||
12 | 1,43 | 2,57 | |||||||||||
14 | 1,57 | 2,57 | |||||||||||
M16/IT M10 Perforated sleeve 20x85 | 6 | 85 | 115 | 0,71 | 1,43 | ||||||||
8 | 0,86 | 1,71 | |||||||||||
12 | 1,0 | 2,0 | |||||||||||
14 | 1,14 | 2,0 | |||||||||||
M16 Perforated sleeve 20x130 | 6 | 130 | 195 | 1,0 | 1,71 | ||||||||
8 | 1,29 | 2,0 | |||||||||||
12 | 1,43 | 2,57 | |||||||||||
14 | 1,57 | 2,57 | |||||||||||
M16 Perforated sleeve 20x200 | 6 | 200 | 240 | 1,0 | 1,71 | ||||||||
8 | 1,29 | 2,0 | |||||||||||
12 | 1,43 | 2,57 | |||||||||||
14 | 1,57 | 2,57 | |||||||||||
Hollow sand-lime block KS L-3DF EN 771-2 | |||||||||||||
M8 Perforated sleeve 12x80 | 8 | 1,4 | 240 x 175 x 113 | 80 | 115 | 2 | 0,43 | 0.717)/0.288) | 240 | 120 | 120 | 100 | 60 |
12 | 0,57 | 1.147)/0.438) | |||||||||||
14 | 0,71 | 1.07)/0.438) | |||||||||||
M8 Perforated sleeve 16x85 | 8 | 85 | 115 | 8 | 0,43 | 1.147)/0.438) | |||||||
12 | 0,57 | 1.147)/0.438) | |||||||||||
14 | 0,71 | 1.717)/0.578) | |||||||||||
M8 Perforated sleeve 16x130 | 8 | 130 | 195 | 0,43 | 1.147)/0.438) | ||||||||
12 | 0,71 | 1.147)/0.438) | |||||||||||
14 | 0,71 | 1.717)/0.578) | |||||||||||
M10/IT M6 Perforated sleeve 16x85 | 8 | 85 | 115 | 0,43 | 1.147)/0.438) | ||||||||
12 | 0,57 | 1.147)/0.438) | |||||||||||
14 | 0,71 | 1.717)/0.578) | |||||||||||
M10 Perforated sleeve 16x130 | 8 | 130 | 195 | 0,43 | 1.147)/0.438) | ||||||||
12 | 0,71 | 1.147)/0.438) | |||||||||||
14 | 0,71 | 1.717)/0.578) | |||||||||||
M12/IT M8 Perforated sleeve 20x85 | 8 | 85 | 115 | 1,14 | 1.147)/0.438) | 120 | |||||||
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/0.578) | |||||||||||
M12 Perforated sleeve 20x130 | 8 | 130 | 195 | 1,14 | 1.147)/0.438) | ||||||||
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/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). |
Performance data: Solid and perforated block masonry with perforated sleeve | |||||||||||||
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 size | Brick 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] |
Lightweight solid concrete block Vbl EN 771-3 | |||||||||||||
M12/IT M8 Perforated sleeve 20x85 | 2 | 0,63 | 300 x 123 x 248 | 115 | 85 | 2 | 0,71 | 0,86 | 255 | 255 | 120 | 127,5 | 60 |
M12 Perforated sleeve 20x130 | 195 | 130 | 0,71 | 0,86 | 390 | 390 | 195 | ||||||
M12 Perforated sleeve 20x200 | 240 | 200 | 0,71 | 0,86 | 600 | 600 | 300 | ||||||
M16/IT M10 Perforated sleeve 20x85 | 115 | 85 | 0,71 | 0,86 | 255 | 255 | 127,5 | ||||||
M16 Perforated sleeve 20x130 | 195 | 130 | 0,71 | 0,86 | 390 | 390 | 195 | ||||||
M16 Perforated sleeve 20x200 | 240 | 200 | 0,71 | 0,86 | 600 | 600 | 300 | ||||||
Vertically perforated brick HLz-16DF EN 771-1 | |||||||||||||
M8 Perforated sleeve 12x80 | 6 | 0,83 | 497 x 240 x 238 | 115 | 80 | 2 | 0,71 | 0,71 | 500 | 240 | 100 | 100 | 100 |
8 | 0,86 | 0,86 | |||||||||||
12 | 1,0 | 1,14 | |||||||||||
14 | 1,14 | 1,14 | |||||||||||
M8 Perforated sleeve 16x85 | 6 | 115 | 85 | 0,71 | 1,29 | ||||||||
8 | 0,86 | 1,57 | |||||||||||
12 | 1,0 | 1,86 | |||||||||||
14 | 1,14 | 1,86 | |||||||||||
M8 Perforated sleeve 16x130 | 6 | 195 | 130 | 1,0 | 1,29 | ||||||||
8 | 1,29 | 1,57 | |||||||||||
12 | 1,43 | 1,86 | |||||||||||
14 | 1,57 | 1,86 | |||||||||||
M10 Perforated sleeve 16x85 | 6 | 115 | 85 | 0,71 | 1,29 | ||||||||
8 | 0,86 | 1,57 | |||||||||||
12 | 1,0 | 1,86 | |||||||||||
14 | 1,14 | 1,86 | |||||||||||
M10 Perforated sleeve 16x130 | 6 | 195 | 130 | 1,0 | 1,29 | ||||||||
8 | 1,29 | 1,57 | |||||||||||
12 | 1,43 | 1,86 | |||||||||||
14 | 1,57 | 1,86 | |||||||||||
M12 Perforated sleeve 20x85 | 6 | 115 | 85 | 0,71 | 1,43 | 120 | 120 | ||||||
8 | 0,86 | 1,71 | |||||||||||
12 | 1,0 | 2,0 | |||||||||||
14 | 1,14 | 2,0 | |||||||||||
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). |
Performance data: Solid block masonry without perforated sleeve | |||||||||||||
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 | Anchor size | Brick 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 sand-lime block KS-NF EN 771-2 | |||||||||||||
M10/IT M6 Perforated sleeve 16x85 | 10 | 2,0 | 240 x 115 x 71 | 85 | 115 | 2 | 0.86 (0.43)7) | 0.71 (0.43)7) | 255 | 255 | 120 | 127,5 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.43 (0.71)7) | 1.29 (0.71)7) | (60)7) | |||||||
M10 Perforated sleeve 16x130 | 10 | 2,0 | 240 x 115 x 71 | 130 | 195 | 2 | 0.86 (0.43)7) | 0.71 (0.43)7) | 390 | 390 | 120 | 195 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.43 (0.71)7) | 1.29 (0.71)7) | (60)7) | |||||||
M12/IT M8 Perforated sleeve 20x85 | 10 | 2,0 | 240 x 115 x 71 | 85 | 115 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 255 | 255 | 120 | 127,5 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
M12 Perforated sleeve 20x130 | 10 | 2,0 | 240 x 115 x 71 | 130 | 195 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 390 | 390 | 120 | 195 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
M12 Perforated sleeve 20x200 | 10 | 2,0 | 240 x 115 x 71 | 200 | 240 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 600 | 600 | 120 | 300 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
M16/IT M10 Perforated sleeve 20x85 | 10 | 2,0 | 240 x 115 x 71 | 85 | 115 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 255 | 255 | 120 | 127,5 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
M16 Perforated sleeve 20x130 | 10 | 2,0 | 240 x 115 x 71 | 130 | 195 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 390 | 390 | 120 | 195 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
M16 Perforated sleeve 20x200 | 10 | 2,0 | 240 x 115 x 71 | 200 | 240 | 2 | 0.71 (0.34)7) | 0.71 (0.43)7) | 600 | 600 | 120 | 300 | (60)7) |
20 | 2,0 | 240 x 115 x 71 | 2 | 1.14 (0.57)7) | 1.14 (0.71)7) | (60)7) | |||||||
27 | 2,0 | 240 x 115 x 71 | 2 | 1.29 (0.57)7) | 1.29 (0.71)7) | (60)7) | |||||||
Lightweight solid concrete block Vbl EN 771-3 | |||||||||||||
M8 Perforated sleeve 12x80 | 2 | 0,63 | 300 x 123 x 248 | 80 | 115 | 2 | 0,71 | 0,86 | 240 | 240 | 120 | 120 | 60 |
M8 Perforated sleeve 16x85 | 85 | 115 | 0,71 | 0,86 | 255 | 255 | 127,5 | ||||||
M8 Perforated sleeve 16x130 | 130 | 195 | 0,71 | 0,86 | 390 | 390 | 195 | ||||||
M10/IT M6 Perforated sleeve 16x85 | 85 | 115 | 0,71 | 0,86 | 255 | 255 | 127,5 | ||||||
M10 Perforated sleeve 16x130 | 130 | 195 | 0,71 | 0,86 | 390 | 390 | 195 | ||||||
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 block masonry without perforated sleeve | |||||||||||||
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 |
Cracked and uncracked concrete: Performance data and installation parameters | ||||||||||||||
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) | ||||||||||||||
Anchor diameter | M8 | M10 | M12 | M16 | ||||||||||
Effective anchorage depth | hef [mm] | 60 | 80 | 160 | 60 | 90 | 200 | 70 | 110 | 240 | 80 | 125 | 320 | |
Cracked concrete | ||||||||||||||
Admissible centric tension load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Nadm [kN] | 2,4 | 3,2 | 6,4 | 3,7 | 5,6 | 12,5 | 5,8 | 9,1 | 19,7 | 8,8 | 13,7 | 35,1 |
Zinc-plated steel, 8.8 | Nadm [kN] | 2,4 | 3,2 | 6,4 | 3,7 | 5,6 | 12,5 | 5,8 | 9,1 | 19,7 | 8,8 | 13,7 | 35,1 | |
A4 and HCR stainless steel | Nadm [kN] | 2,4 | 3,2 | 6,4 | 3,7 | 5,6 | 12,5 | 5,8 | 9,1 | 19,7 | 8,8 | 13,7 | 35,1 | |
Admissible shear load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Vadm [kN] | 5,1 | 5,1 | 5,1 | 8,6 | 8,6 | 8,6 | 12,0 | 12,0 | 12,0 | 21,1 | 22,3 | 22,3 |
Zinc-plated steel, 8.8 | Vadm [kN] | 5,7 | 7,7 | 8,6 | 9,0 | 13,1 | 13,1 | 13,8 | 19,4 | 19,4 | 21,1 | 32,0 | 36,0 | |
A4 and HCR stainless steel | Vadm [kN] | 5,7 | 6,0 | 6,0 | 9,0 | 9,2 | 9,2 | 13,7 | 13,7 | 13,7 | 21,1 | 25,2 | 25,2 | |
Uncracked concrete | ||||||||||||||
Admissible centric tension load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Nadm [kN] | 7,2 | 8,6 | 8,6 | 9,0 | 13,4 | 13,8 | 11,7 | 19,7 | 20,0 | 14,4 | 28,0 | 37,1 |
Zinc-plated steel, 8.8 | Nadm [kN] | 7,2 | 9,6 | 13,8 | 9,0 | 13,4 | 21,9 | 11,7 | 19,7 | 31,9 | 14,4 | 28,0 | 59,5 | |
A4 and HCR stainless steel | Nadm [kN] | 7,2 | 9,6 | 9,9 | 9,0 | 13,4 | 15,7 | 11,7 | 19,7 | 22,5 | 14,4 | 28,0 | 42,0 | |
Admissible shear load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Vadm [kN] | 5,1 | 5,1 | 5,1 | 8,6 | 8,6 | 8,6 | 12,0 | 12,0 | 12,0 | 22,3 | 22,3 | 22,3 |
Zinc-plated steel, 8.8 | Vadm [kN] | 8,6 | 8,6 | 8,6 | 13,1 | 13,1 | 13,1 | 19,4 | 19,4 | 19,4 | 30,6 | 36,0 | 36,0 | |
A4 and HCR stainless steel | Vadm [kN] | 6,0 | 6,0 | 6,0 | 9,2 | 9,2 | 9,2 | 13,7 | 13,7 | 13,7 | 25,2 | 25,2 | 25,2 | |
Nominal drill dia. | d0 [mm] | 10 | 12 | 14 | 18 | |||||||||
Drill hole depth/effective anchorage depth | h0/hef [mm] | 60 | 80 | 160 | 60 | 90 | 200 | 70 | 110 | 240 | 80 | 125 | 320 | |
Minimum edge distance | cmin [mm] | 40 | 50 | 60 | 80 | |||||||||
Minimum spacing | smin [mm] | 40 | 50 | 60 | 80 | |||||||||
Minimum member thickness | hmin [mm] | 100 | 110 | 190 | 100 | 120 | 230 | 100 | 140 | 270 | 116 | 161 | 356 | |
Through hole in the member being connected | df ≤ [mm] | 9 | 12 | 14 | 18 | |||||||||
Torque while installing anchor | Tinst ≤ [Nm] | 10 | 20 | 40 | 80 | |||||||||
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. |
Performance data: Perforated block masonry with perforated sleeve | |||||||||||||
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 size | Brick 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] |
Hollow sand-lime block KS L-3DF EN 771-2 | |||||||||||||
M12 Perforated sleeve 20x200 | 8 | 1,4 | 240 x 175 x 113 | 200 | 240 | 2 | 1,14 | 1.147)/0.438) | 240 | 120 | 120 | 120 | 60 |
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/0.578) | |||||||||||
M16/IT M10 Perforated sleeve 20x85 | 8 | 85 | 115 | 1,14 | 1.147)/0.438) | ||||||||
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/0.578) | |||||||||||
M16 Perforated sleeve 20x130 | 8 | 130 | 195 | 1,14 | 1.147)/0.438) | ||||||||
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/0.578) | |||||||||||
M16 Perforated sleeve 20x200 | 8 | 200 | 240 | 1,14 | 1.147)/0.438) | ||||||||
12 | 1,57 | 1.147)/0.438) | |||||||||||
14 | 1,71 | 1.717)/0.578) | |||||||||||
Hollow sand-lime block KS L-12DF EN 771-2 | |||||||||||||
M8 Perforated sleeve 12x80 | 10 | 1,39 | 498 x 175 x 238 | 80 | 115 | 2 | 0,17 | 0,71 | 500 | 240 | 120 | 100 | 100 |
12 | 0,17 | 0,86 | |||||||||||
16 | 0,26 | 1,0 | |||||||||||
M8 Perforated sleeve 16x85 | 10 | 85 | 115 | 0,17 | 1,57 | ||||||||
12 | 0,17 | 1,86 | |||||||||||
16 | 0,26 | 2,29 | |||||||||||
M8 Perforated sleeve 16x130 | 10 | 130 | 195 | 0,71 | 1,57 | ||||||||
12 | 0,86 | 1,86 | |||||||||||
16 | 1,0 | 2,29 | |||||||||||
M10/IT M6 Perforated sleeve 16x85 | 10 | 85 | 115 | 0,17 | 1,57 | ||||||||
12 | 0,17 | 1,86 | |||||||||||
16 | 0,26 | 2,29 | |||||||||||
M10 Perforated sleeve 16x130 | 10 | 130 | 195 | 0,71 | 1,57 | ||||||||
12 | 0,86 | 1,86 | |||||||||||
16 | 1,0 | 2,29 | |||||||||||
M12/IT M8 Perforated sleeve 20x85 | 10 | 85 | 115 | 0,43 | 1,57 | ||||||||
12 | 0,43 | 1,86 | |||||||||||
16 | 0,57 | 2,29 | |||||||||||
M12 Perforated sleeve 20x130 | 10 | 130 | 195 | 0,71 | 1,57 | 120 | 120 | ||||||
12 | 0,86 | 1,86 | |||||||||||
16 | 1,0 | 2,29 | |||||||||||
M16/IT M10 Perforated sleeve 20x85 | 10 | 85 | 115 | 0,43 | 1,57 | ||||||||
12 | 0,43 | 1,86 | |||||||||||
16 | 0,57 | 2,29 | |||||||||||
M16 Perforated sleeve 20x130 | 10 | 130 | 195 | 0,71 | 1,57 | ||||||||
12 | 0,86 | 1,86 | |||||||||||
16 | 1,0 | 2,29 | |||||||||||
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 |
Performance data: Solid block masonry without perforated sleeve | |||||||||||||
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 size | Brick 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 | |||||||||||||
M8 | 10 | 1,64 | 240 x 115 x 55 | 80 | 110 | 14 | 1.0 (0.43)7) | 1.0 (0.34)7) | 240 | 240 | 120 | 120 | (60)7) |
20 | 1.29 (0.71)7) | 1.43 (0.43)7) | |||||||||||
28 | 1.57 (0.71)7) | 1.57 (0.57)7) | |||||||||||
M10/ IT M6 | 10 | 90 | 120 | 1.0 (0.43)7) | 1.0 (0.34)7) | 270 | 270 | 120 | 135 | (60)7) | |||
20 | 1.57 (0.71)7) | 1.43 (0.43)7) | |||||||||||
28 | 1.71 (0.86)7) | 1.57 (0.57)7) | |||||||||||
M12/ IT M8 | 10 | 100 | 130 | 1.14 (0.57)7) | 1.0 (0.34)7) | 300 | 300 | 120 | 150 | (60)7) | |||
20 | 1.71 (0.86)7) | 1.43 (0.43)7) | |||||||||||
28 | 2.0 (1.0)7) | 1.57 (0.57)7) | |||||||||||
M16/ IT M10 | 10 | 100 | 130 | 1.14 (0.57)7) | 1.57 (0.43)7) | 300 | 300 | 120 | 150 | (60)7) | |||
20 | 1.71 (0.86)7) | 2.29 (0.71)7) | |||||||||||
28 | 2.0 (1.0)7) | 2.57 (0.86)7) | |||||||||||
Solid sand-lime block KS-NF EN 771-2 | |||||||||||||
M8 | 10 | 2,0 | 240 x 115 x 55 | 80 | 110 | 2 | 1.29 (0.57)7) | 0.71 (0.43)7) | 240 | 240 | 120 | 120 | (60)7) |
20 | 1.57 (0.71)7) | 1.14 (0.71)7) | |||||||||||
27 | 1.86 (0.86)7) | 1.29 (0.71)7) | |||||||||||
M10/ IT M6 | 10 | 90 | 120 | 1.29 (0.57)7) | 0.86 (0.57)7) | 270 | 270 | 120 | 135 | (60)7) | |||
20 | 1.57 (0.71)7) | 1.29 (0.71)7) | |||||||||||
27 | 1.86 (0.86)7) | 1.57 (0.86)7) | |||||||||||
M12/ IT M8 | 10 | 100 | 130 | 1.29 (0.57)7) | 0.71 (0.43)7) | 300 | 300 | 120 | 150 | (60)7) | |||
20 | 1.57 (0.71)7) | 1.14 (0.71)7) | |||||||||||
27 | 1.86 (0.86)7) | 1.29 (0.71)7) | |||||||||||
M16/ IT M10 | 10 | 100 | 130 | 1.0 (0.43)7) | 0.71 (0.43)7) | 300 | 300 | 120 | 150 | (60)7) | |||
20 | 1.43 (0.71)7) | 1.14 (0.71)7) | |||||||||||
27 | 1.57 (0.71)7) | 1.29 (0.71)7) | |||||||||||
Lightweight solid concrete block Vbl EN 771-3 | |||||||||||||
M8 | 2 | 0,63 | 300 x 123 x 248 | 80 | 110 | 2 | 0,71 | 0,86 | 240 | 240 | 120 | 120 | 60 |
90 | 120 | 0,86 | 0,86 | 270 | 270 | 120 | 135 | 60 | |||||
M10/ IT M6 | 90 | 120 | 0,86 | 0,86 | |||||||||
M12/ IT M8 | 100 | 130 | 0,86 | 0,86 | 300 | 300 | 120 | 150 | 60 | ||||
M16/ IT M10 | 100 | 130 | 0,86 | 0,86 | |||||||||
Autoclaved aerated concrete (AAC) 6 EN 771-4 | |||||||||||||
M8 | 6 | 0,6 | 499 x 240 x 249 | 80 | 110 | 2 | 0.89 (0.54)7) | 2,14 | 240 | 240 | 100 | 120 | cmin,N = (75)7) cmin,V|| = (75)7) cmin,V ⊥ = ccr |
M10/ IT M6 | 90 | 120 | 1.07 (0.71)7) | 3,57 | 270 | 270 | 100 | 135 | |||||
M12/ IT M8 | 100 | 130 | 1.43 (1.07)7) | 3,57 | 300 | 300 | 100 | 150 | |||||
M16/ IT M10 | 100 | 130 | 1.96 (1.25)7) | 3,57 |
Installation parameters for internal thread anchor W-VI-IG | ||||
Masonry consisting of autoclaved aerated concrete and solid block without perforated sleeve | ||||
Anchor diameter | IT-M6x90 Without perforated sleeve | IT-M8x100 Without perforated sleeve | IT-M10x100 Without perforated sleeve | |
Plastic perforated sleeve | ||||
Nominal drill dia. | d0 [mm] | 12 | 14 | 18 |
Drill hole depth | h0 ≥ [mm] | 90 | 100 | 100 |
Effective anchorage depth | hef = [mm] | 90 | 100 | 100 |
Minimum wall thickness | hmin = [mm] | hef + 30 mm | ||
Through hole in the member being connected | df ≤ [mm] | 7 | 9 | 12 |
Brush diameter | db ≥ [mm] | 14 | 16 | 20 |
Torque while installing anchor | Tinst ≤ [Nm] | See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table | ||
Masonry consisting of perforated block with perforated sleeve and solid block with perforated sleeve | ||||
Anchor diameter | IT-M6x80 Perforated sleeve 16x85 | IT-M8x80 Perforated sleeve 20x85 | IT-M10x80 Perforated sleeve 20x85 | |
Plastic perforated sleeve | ||||
Nominal drill dia. | d0 [mm] | 16 | 20 | 20 |
Drill hole depth | h0 ≥ [mm] | 90 | 90 | 90 |
Effective anchorage depth | hef = [mm] | 85 | 85 | 85 |
Minimum wall thickness | hmin = [mm] | 115 | 115 | 115 |
Through hole in the member being connected | df ≤ [mm] | 7 | 9 | 12 |
Brush diameter | db ≥ [mm] | 18 | 22 | 22 |
Torque while installing anchor | Tinst ≤ [Nm] | See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table |
Characteristic values for masonry consisting of autoclaved aerated concrete and solid block without perforated sleeve | |||||||
Anchor diameter | M8 | M10 | M12 | M16 | |||
Plastic perforated sleeve | Without perforated sleeve | Without perforated sleeve | Without perforated sleeve | Without perforated sleeve | |||
Nominal drill dia. | d0 [mm] | 10 | 12 | 14 | 18 | ||
Drill hole depth | h0 ≥ [mm] | 80 | 90 | 100 | 100 | ||
Effective anchorage depth | hef = [mm] | 80 | 90 | 100 | 100 | ||
Minimum wall thickness | hmin = [mm] | hef + 30 mm | |||||
Through hole in the member being connected | df ≤ [mm] | 9 | 12 | 14 | 18 | ||
Brush diameter | db ≥ [mm] | 12 | 14 | 16 | 20 | ||
Torque while installing anchor | Tinst ≤ [Nm] | See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table | |||||
Masonry consisting of perforated block with perforated sleeve and solid block with perforated sleeve | |||||||
Anchor diameter | M8 | M8/M10 | M12/M16 | ||||
Plastic perforated sleeve | Perforated sleeve 12x80 | Perforated sleeve 16x85 | Perforated sleeve 16x130 | Perforated sleeve 20x85 | Perforated sleeve 20x130 | Perforated sleeve 20x200 | |
Nominal drill dia. | d0 [mm] | 12 | 16 | 16 | 20 | 20 | 20 |
Drill hole depth | h0 ≥ [mm] | 85 | 90 | 135 | 90 | 135 | 205 |
Effective anchorage depth | hef = [mm] | 80 | 85 | 130 | 85 | 130 | 200 |
Minimum wall thickness | hmin = [mm] | 115 | 115 | 195 | 115 | 195 | 195 |
Through hole in the member being connected | df ≤ [mm] | 9 | 9 (M8)/12 (M10) | 14 (M12)/18 (M16) | |||
Brush diameter | db ≥ [mm] | 14 | 18 | 22 | |||
Torque while installing anchor | Tinst ≤ [Nm] | See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table |
Cracked and uncracked concrete: Performance data and installation parameters | ||||||||||||||
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) | ||||||||||||||
Anchor diameter | M20 | M24 | M27 | M30 | ||||||||||
Effective anchorage depth | hef [mm] | 90 | 170 | 400 | 96 | 210 | 480 | 108 | 240 | 540 | 120 | 270 | 600 | |
Cracked concrete | ||||||||||||||
Admissible centric tension load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Nadm [kN] | 12,2 | 23,3 | 54,9 | 13,4 | 34,6 | 79,0 | 16,0 | 52,5 | 109,5 | 18,8 | 63,4 | 133,3 |
Zinc-plated steel, 8.8 | Nadm [kN] | 12,2 | 23,3 | 54,9 | 13,4 | 34,6 | 79,0 | 16,0 | 52,5 | 118,1 | 18,8 | 63,4 | 145,9 | |
A4 and HCR stainless steel | Nadm [kN] | 12,2 | 23,3 | 54,9 | 13,4 | 34,6 | 79,0 | 16,0 | 52,5 | 57,4 | 18,8 | 63,4 | 70,2 | |
Admissible shear load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Vadm [kN] | 29,3 | 34,9 | 34,9 | 32,2 | 50,3 | 50,3 | 38,5 | 65,7 | 65,7 | 45,1 | 80,0 | 80,0 |
Zinc-plated steel, 8.8 | Vadm [kN] | 29,3 | 55,9 | 56,0 | 32,2 | 80,6 | 80,6 | 38,5 | 105,1 | 105,1 | 45,1 | 128,0 | 128,0 | |
A4 and HCR stainless steel | Vadm [kN] | 29,3 | 39,4 | 39,4 | 32,2 | 56,8 | 56,8 | 34,5 | 34,5 | 34,5 | 42,0 | 42,0 | 42,0 | |
Uncracked concrete | ||||||||||||||
Admissible centric tension load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Nadm [kN] | 17,1 | 44,4 | 58,1 | 18,9 | 61,0 | 83,8 | 22,5 | 74,5 | 109,5 | 26,3 | 88,9 | 133,4 |
Zinc-plated steel, 8.8 | Nadm [kN] | 17,1 | 44,4 | 93,1 | 18,9 | 61,0 | 134,3 | 22,5 | 74,5 | 175,2 | 26,3 | 88,9 | 202,0 | |
A4 and HCR stainless steel | Nadm [kN] | 17,1 | 44,4 | 93,1 | 18,9 | 61,0 | 94,4 | 22,5 | 57,4 | 57,4 | 26,3 | 70,2 | 70,2 | |
Admissible shear load3) (individual anchor without the influence of the edge distance) | Zinc-plated steel, 5.8 | Vadm [kN] | 34,9 | 34,9 | 34,9 | 45,2 | 50,3 | 50,3 | 54,0 | 65,7 | 65,7 | 63,2 | 80 | 80 |
Zinc-plated steel, 8.8 | Vadm [kN] | 41,1 | 56,0 | 56,0 | 45,2 | 80,6 | 80,6 | 54,0 | 105,1 | 105,1 | 63,2 | 128,0 | 128,0 | |
A4 and HCR stainless steel | Vadm [kN] | 39,4 | 39,4 | 39,4 | 45,2 | 56,8 | 56,8 | 34,5 | 34,5 | 34,5 | 42,0 | 42,0 | 42,0 | |
Nominal drill dia. | d0 [mm] | 24 | 28 | 32 | 35 | |||||||||
Drill hole depth/effective anchorage depth | h0/hef [mm] | 90 | 170 | 400 | 96 | 210 | 480 | 108 | 240 | 540 | 120 | 270 | 600 | |
Minimum edge distance | cmin [mm] | 100 | 120 | 135 | 150 | |||||||||
Minimum spacing | smin [mm] | 100 | 120 | 135 | 150 | |||||||||
Minimum member thickness | hmin [mm] | 138 | 218 | 448 | 152 | 266 | 536 | 172 | 304 | 604 | 190 | 340 | 670 | |
Through hole in the member being connected | df ≤ [mm] | 22 | 26 | 30 | 33 | |||||||||
Torque while installing anchor | Tinst ≤ [Nm] | 120 | 160 | 180 | 200 | |||||||||
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". |
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