All-rounder injectable mortar WIT-VM 250

Name: All-rounder injectable mortar WIT-VM 250
Brand: Würth
SKU: 0903450205

All-rounder chemical injection mortar WIT-VM 250
ANC-MORT-(WIT-VM250)-420ML

Art.-no. 0903450205

EAN 4046777045321

All versions

Specification

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

Two-component resin mortar, styrene-free vinyl ester

Individual fixing point for 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

Individual fixing point for masonry (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, W-VI-IG internal thread anchor, standard threaded rod with acceptance test certificate 3.1

Post-installed rebar connection

Proof of Performance

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

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!

Screw mixer onto cartridge

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

Mount the component. Do not exceed the maximum torque

Cut tubular film clip before use!

Screw mixer onto cartridge

Before use, dispense a bead of approx. 20 cm

Drill the hole

Clean the drill hole:

Blow out 4x with oil-free compressed air (min. 6 bar)

Brush out 4x mechanically

Blow out 4x with oil-free compressed air (min. 6 bar) (d. <20 mm and d. < 10xds)

Blow out 4x with hand pump, brush out 4x mechanically, blow out 4x with hand pump

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

^*Zeitraum der Aktion: 21.03. - 24.03.2025 Angebot freibleibend. Rabatt gilt auf alle Produkte, die nicht in den letzten 12 Monaten gekauft wurden. Ausgeschlossen sind: Fassware, Kältemittel, WOW/WABCO Artikel, Wallboxen, IVT-Rohrsysteme, S-Artikel, Lunch-to-go Gerichte & Kaffee, Aktionsartikel/-sets, Würth Fahrzeugeinrichtungen, Konfigurator-Produkte, Veredelungen, Würth.ONE Sortiment, Angebote der Akademie, das Würth Open Air. Nicht kombinierbar mit anderen Zugaben oder Rabattaktionen.

Minimum curing times in concrete
Temperature of base material	Processing time	Minimum curing time in dry concrete	Minimum curing time in wet concrete
≥ -10 °C¹⁾	90 min	24 h	48 h
≥ -5 °C²⁾	90 min	14 h	28 h
≥ 0 °C²⁾	45 min	7 h	14 h
≥ +5 °C²⁾	25 min	2 h	4 h
≥ +10 °C²⁾	15 min	80 min	160 min
≥ +20 °C²⁾	6 min	45 min	90 min
≥ +30 °C²⁾	4 min	25 min	50 min
≥ +35 °C²⁾	2 min	20 min	40 min
≥ +40 °C³⁾	1.5 min	15 min	30 min
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 material	Processing time	Minimum curing time in dry masonry	Minimum curing time in wet masonry
-10 °C to -6 °C¹⁾	90 min	24 h	48 h
-5 °C to -1 °C²⁾	90 min	14 h	28 h
0 °C to +4 °C²⁾	45 min	7 h	14 h
+5 °C to +9 °C²⁾	25 min	2 h	4 h
+10 °C to +19 °C²⁾	15 min	80 min	160 min
+20 °C to +24 °C²⁾	6 min	45 min	90 min
+25 °C to +29 °C²⁾	4 min	25 min	50 min
+30 °C to +40 °C³⁾	2.5 min	15 min	30 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 (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

Application

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.

Technical information

Type description	WIT-VM 250
Contents	420 ml
Included in delivery	Mortar cartridge 420 ml (coaxial) + 1 x mixer nozzle
Suitable application gun	Battery-powered application gun 420ml, Application gun MULTI, Application gun WIT 420ml, Pneumatic application gun 420ml, EasyMax 420 ml, HandyMax 420 ml
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	18 Month / cool and dry storage area, 5°C to 25°C
Approval	ETA-12/0164, ETA-13/1040, ETA-12/0166, 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 h_ef [mm]	Minimum member thickness h_min [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [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 s_min or minimum edge distance c_min. 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min 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: 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 h_ef [mm]	Minimum member thickness h_min [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [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 s_min or minimum edge distance c_min 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 α_j = 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min is not adhered to, the load capacity should be reduced by a factor of α_j = 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⁾ N_adm or V_adm applies for the edge distance c_cr, clip value (N_adm) or (V_adm) applies for the minimum edge distance (c_min).

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 h_min [mm]	Effective anchorage depth h_ef [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [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 s_min or minimum edge distance c_min. 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 α_j = 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min is not adhered to, the load capacity should be reduced by a factor of α_j = 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⁾ N_adm or V_adm applies for the edge distance c_cr, clip value (N_adm) or (V_adm) applies for the minimum edge distance (c_min).

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 h_ef [mm]	Minimum member thickness h_min [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [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	c_min,N= (75)⁷⁾ c_min,V\|\| = (75)⁷⁾ c_{min,V ⊥} = c_cr
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
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 s_min or minimum edge distance c_min 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 α_j = 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min is not adhered to, the load capacity should be reduced by a factor of α_j = 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⁾ N_adm or V_adm applies for the edge distance c_cr, clip value (N_adm) or (V_adm) applies for the minimum edge distance (c_min).

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		IT-M6x90 Without perforated sleeve	IT-M8x100 Without perforated sleeve	IT-M10x100 Without perforated sleeve
Nominal drill dia.	d₀ [mm]	12	14	18
Drill hole depth	h₀ ≥ [mm]	90	100	100
Effective anchorage depth	h_ef = [mm]	90	100	100
Minimum wall thickness	h_min = [mm]	hef + 30 mm
Through hole in the member being connected	d_f ≤ [mm]	7	9	12
Brush diameter	d_b ≥ [mm]	14	16	20
Torque while installing anchor	T_inst ≤ [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		IT-M6x80 Perforated sleeve 16x85	IT-M8x80 Perforated sleeve 20x85	IT-M10x80 Perforated sleeve 20x85
Nominal drill dia.	d₀ [mm]	16	20	20
Drill hole depth	h₀ ≥ [mm]	90	90	90
Effective anchorage depth	h_ef = [mm]	85	85	85
Minimum wall thickness	h_min = [mm]	115	115	115
Through hole in the member being connected	d_f ≤ [mm]	7	9	12
Brush diameter	d_b ≥ [mm]	18	22	22
Torque while installing anchor	T_inst ≤ [Nm]	See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table

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 h_ef [mm]	Minimum member thickness h_min [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [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 s_min or minimum edge distance c_min 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 α_j = 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min is not adhered to, the load capacity should be reduced by a factor of α_j = 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⁾ N_adm or V_adm applies for the edge distance c_cr, clip value (N_adm) or (V_adm) applies for the minimum edge distance (c_min).

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 h_ef [mm]	Minimum member thickness h_min [mm]	Maximum installation torque T_inst,max [Nm]	Admissible tensile load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) N_adm [kN]	Admissible shear load³⁾⁴⁾⁵⁾ (individual anchor without influence of the edge distance) V_adm [kN]	Char. spacing parallel to bed joint⁴⁾ s_cr \|\| [mm]	Char. spacing perpendicular to bed joint⁴⁾ scr ⊥ [mm]	Minimum spacing ⁴) s_min [mm]	Char. edge distance c_cr [mm]	Minimum edge distance⁴⁾ c_min [mm]
Solid brick Mz-DF EN 771-1
M8 Perforated sleeve 12x80	10	1,64	240 x 115 x 55	80	115	2	1.0 (0.43)⁷⁾	1.0 (0.34)⁷⁾	240	240	120	120	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.29 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.57 (0.71)⁷⁾	1.57 (0.57)⁷⁾
M8 Perforated sleeve 16x85	10	1,64	240 x 115 x 55	85	115	2	1.0 (0.43)⁷⁾	1.0 (0.34)⁷⁾	255	255	120	127,5	(60)7)
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M8 Perforated sleeve 16x130	10	1,64	240 x 115 x 55	130	195	2	1.0 (0.43)⁷⁾	1.0 (0.34)⁷⁾	390	390	120	195	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M10/IT M6 Perforated sleeve 16x85	10	1,64	240 x 115 x 55	85	115	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	255	255	120	127,5	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M10 Perforated sleeve 16x130	10	1,64	240 x 115 x 55	130	195	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	390	390	120	195	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	27	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M12/IT M8 Perforated sleeve 20x85	10	1,64	240 x 115 x 55	85	115	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	255	255	120	127,5	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	27	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M12 Perforated sleeve 20x130	10	1,64	240 x 115 x 55	130	195	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	390	390	120	195	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	27	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M12 Perforated sleeve 20x200	10	1,64	240 x 115 x 55	200	240	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	600	600	120	300	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	27	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M16/IT M10 Perforated sleeve 20x85	10	1,64	240 x 115 x 55	85	115	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	255	255	120	127,5	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M16 Perforated sleeve 20x130	10	1,64	240 x 115 x 55	130	195	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	390	390	120	195	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
M16 Perforated sleeve 20x200	10	1,64	240 x 115 x 55	200	240	2	1.0 (0.43)⁷⁾	1.0 (0.43)⁷⁾	600	600	120	300	(60)⁷⁾
	20	1,64	240 x 115 x 55			2	1.43 (0.71)⁷⁾	1.43 (0.43)⁷⁾
	28	1,64	240 x 115 x 55			2	1.71 (0.86)⁷⁾	1.57 (0.57)⁷⁾
Solid sand-lime block KS-NF EN 771-2
M8 Perforated sleeve 12x80	10	2,0	240 x 115 x 71	80	115	2	1.0 (0.43)⁷⁾	0.71 (0.43)⁷⁾	240	240	120	120	(60)⁷⁾
	20						1.43 (0.71)⁷⁾	1.14 (0.71)⁷⁾
	27						1.71 (0.86)⁷⁾	1.29 (0.71)⁷⁾
M8 Perforated sleeve 16x85	10			85	115		0.86 (0.43)⁷⁾	0.71 (0.43)⁷⁾	255	255	120	127,5	(60)⁷⁾
	20						1.29 (0.57)⁷⁾	1.14 (0.71)⁷⁾
	27						1.43 (0.71)⁷⁾	1.29 (0.71)⁷⁾
M8 Perforated sleeve 16x130	10			130	195		0.86 (0.43)⁷⁾	0.71 (0.43)⁷⁾	390	390	120	195	(60)⁷⁾
	20						1.29 (0.57)⁷⁾	1.14 (0.71)⁷⁾
	27						1.43 (0.71)⁷⁾	1.29 (0.71)⁷⁾
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 s_min or minimum edge distance c_min. 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 α_j = 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 c_min to the perpend joints has been adhered to. If this minimum edge distance c_min is not adhered to, the load capacity should be reduced by a factor of α_j = 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⁾ N_adm or V_adm applies for the edge distance c_cr, clip value (N_adm) or (V_adm) applies for the minimum edge distance (c_min).

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		h_ef [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	N_adm [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	N_adm [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	N_adm [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	V_adm [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	V_adm [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	V_adm [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	N_adm [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	N_adm [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	N_adm [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	V_adm [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	V_adm [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	V_adm [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/h_ef [mm]	60	80	160	60	90	200	70	110	240	80	125	320
Minimum edge distance		c_min [mm]	40			50			60			80
Minimum spacing		s_min [mm]	40			50			60			80
Minimum member thickness		h_min [mm]	100	110	190	100	120	230	100	140	270	116	161	356
Through hole in the member being connected		d_f ≤ [mm]	9			12			14			18
Torque while installing anchor		T_inst ≤ [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.

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	h_ef = [mm]	80	90	100	100
Minimum wall thickness	h_min = [mm]	h_ef + 30 mm
Through hole in the member being connected	d_f ≤ [mm]	9	12	14	18
Brush diameter	d_b ≥ [mm]	12	14	16	20
Torque while installing anchor	T_inst ≤ [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	h_ef = [mm]	80	85	130	85	130	200
Minimum wall thickness	h_min = [mm]	115	115	195	115	195	195
Through hole in the member being connected	d_f ≤ [mm]	9	9 (M8)/12 (M10)		14 (M12)/18 (M16)
Brush diameter	d_b ≥ [mm]	14	18		22
Torque while installing anchor	T_inst ≤ [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		h_ef [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	N_adm [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	N_adm [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	N_adm [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	V_adm [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	V_adm [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	V_adm [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	N_adm [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	N_adm [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	N_adm [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	V_adm [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	V_adm [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	V_adm [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/h_ef [mm]	90	170	400	96	210	480	108	240	540	120	270	600
Minimum edge distance		c_min [mm]	100			120			135			150
Minimum spacing		s_min [mm]	100			120			135			150
Minimum member thickness		h_min [mm]	138	218	448	152	266	536	172	304	604	190	340	670
Through hole in the member being connected		d_f ≤ [mm]	22			26			30			33
Torque while installing anchor		T_inst ≤ [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".

Documents

Product information

Würth Catalogue (2)

Flip Book

Catalogue page as PDF 1

Datasheets (2)

Safety data sheet 1

Safety data sheet 2

Certificates/ Documents

CAD data

Click here for the complete CAD library.

Accessory

Required accessory:

Product

Description

Quantity

Price
/PU

FILL & CLEAN static mixer

MIX-DWL-PLA-WIT

Art.-no. 0903420001

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

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

Art.-no. 0903420004

Extension for the mixer nozzle

x 10 pcs

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

PSTNPLG-(WIT-VS)-24MM

Art.-no. 0903488051

x 10 pcs

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

PSTNPLG-(WIT-VS)-28MM

Art.-no. 0903488052

x 10 pcs

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

PSTNPLG-(WIT-VS)-32MM

Art.-no. 0903488053

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

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

Art.-no. 5915108110

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

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

Art.-no. 5915108150

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

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

Art.-no. 5915110115

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

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

Art.-no. 5915110130

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

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

Art.-no. 5915110165

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

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

Art.-no. 5915110190

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

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

Art.-no. 5915112135

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

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

Art.-no. 5915112160

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

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

Art.-no. 5915112210

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

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

Art.-no. 5915112250

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

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

Art.-no. 5915112300

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

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

Art.-no. 5915116165

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

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

Art.-no. 5915116190

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

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

Art.-no. 5915116230

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

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

Art.-no. 5915116250

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

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

Art.-no. 5915116300

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

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

Art.-no. 5915120220

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

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

Art.-no. 5915120260

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

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

Art.-no. 5915120300

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

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

Art.-no. 5915124260

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

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

Art.-no. 5915124300

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

x 5 pcs

W-VD-A anchor rod A4 stainless steel

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

Art.-no. 5915208110

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete

W-VD-A anchor rod A4 stainless steel

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

Art.-no. 5915208150

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

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

Art.-no. 5915210115

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

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

Art.-no. 5915210130

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

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

Art.-no. 5915210165

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

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

Art.-no. 5915210190

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

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

Art.-no. 5915212135

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

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

Art.-no. 5915212160

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

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

Art.-no. 5915212210

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

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

Art.-no. 5915212250

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

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

Art.-no. 5915212300

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

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

Art.-no. 5915216165

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

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

Art.-no. 5915216190

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

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

Art.-no. 5915216230

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

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

Art.-no. 5915216250

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

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

Art.-no. 5915216300

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

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

Art.-no. 5915220220

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

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

Art.-no. 5915220260

For W-VPZ and W-VD bonded anchor capsule systems and WIT injection systems in concrete

W-VD-A anchor rod A4 stainless steel

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

Art.-no. 5915220300

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

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

Art.-no. 5915224260

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

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

Art.-no. 5915224300

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

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

Art.-no. 5916008999

For WIT injection systems in concrete and masonry

x 10 pcs

Anchor rod sold by the meter zinc-plated steel

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

Art.-no. 5916010999

For WIT injection systems in concrete and masonry

x 10 pcs

Anchor rod sold by the meter zinc-plated steel

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

Art.-no. 5916012999

For WIT injection systems in concrete and masonry

x 10 pcs

Anchor rod sold by the meter zinc-plated steel

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

Art.-no. 5916020999

For WIT injection systems in concrete and masonry

x 5 pcs

Anchor rod sold by the meter zinc-plated steel

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

Art.-no. 5916024999

For WIT injection systems in concrete and masonry

x 5 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916108999

For WIT injection systems in concrete and masonry

x 10 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916110999

For WIT injection systems in concrete and masonry

x 10 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916112999

For WIT injection systems in concrete and masonry

x 10 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916116999

For WIT injection systems in concrete and masonry

x 10 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916120999

For WIT injection systems in concrete and masonry

x 5 pcs

Stainless anchor rod, product sold by metre A4 stainless steel

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

Art.-no. 5916124999

For WIT injection systems in concrete and masonry

x 5 pcs

Application gun WIT

APPLGUN-ANC-(WIT-420ML)

Art.-no. 08910380

For applying 380 ml, 410 ml and 420 ml WIT cartridges

x 1 pcs

Manual extrusion gun HANDYMAX 380/420

APPLGUN-HANDYMAX-(F.WIT-380-420ML)

Art.-no. 089143010

Patented Handy Max system for optimum working comfort

x 1 pcs

Application gun EasyMax

APPLGUN-ANC-EASYMAX-(F.WIT)-420ML

Art.-no. 0891007202

Manual application gun for WIT cartridges

x 1 pcs

Cordless application gun WIT

APPLGUN-CORDL-ANC-WIT-M-KST-420ML

Art.-no. 0891003420

Powerful Li-ion battery-powered application gun for WIT cartridges

x 1 pcs

Pneumatic 2C application gun WIT

APPLGUN-PN-ANC-(WIT-420ML)

Art.-no. 0891004420

Pneumatic version

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:
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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

Price
/PU

Application gun WIT-Multi

APPLGUN-F.DWL-(WIT-MULTI)

Art.-no. 0891003105

For application of virtually all WIT cartridges and silicone cartridges

x 1 pcs

Cordless application gun WIT

APPLGUN-CORDL-ANC-WIT-M-KST-420ML

Art.-no. 0891003420

Powerful Li-ion battery-powered application gun for WIT cartridges

x 1 pcs

Application gun WIT

APPLGUN-ANC-(WIT-420ML)

Art.-no. 08910380

For applying 380 ml, 410 ml and 420 ml WIT cartridges

x 1 pcs

Blow-out pump for drill hole cleaning

BLWOTPMP-F.BRHOCLN-LAR

Art.-no. 0903990001

x 1 pcs

Hexagonal M6 machine chuck for concrete and masonry cleaning brushes

MAMNT-F.CLNBRSH-HEX

Art.-no. 0905499101

x 1 pcs

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

MAHOLD-F.CLNBRSH-PLUS-M6

Art.-no. 0905499102

x 1 pcs

Extension For concrete and masonry cleaning brush with M6 connecting thread

EXT-(F.CLNBRSH-THRM6)-L270

Art.-no. 0905499111

For large effective anchorage depths

x 1 pcs

The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.

Additive article:

Product

Description

Quantity

Price
/PU

Hand cartridge gun high-quality

MANCLKGGUN-CART-RED/BLACK-310ML

Art.-no. 089100

High-quality design, semi-open, made of sheet steel with plastic handle

x 1 pcs

Manual caulking gun for cartridges Basic

MANCLKGGUN-CART-MET-310ML

Art.-no. 0891001

Simple design, semi-open, made of sheet steel with riveted struts

x 1 pcs

The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.

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Application gun WIT

SH perforated sleeve for injection systems

Chemical injection mortar Basic WIT-PM 200

Aluminium handle 1,495 mm

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

WIT-AS anchor rod, zinc-plated steel for WIT-VM 250 injection systems

Plus Quadro-L Vario hammer drill bit

Threaded rod DIN 976-1 (shape A) with standard metric ISO thread, A2 stainless steel

Mixer nozzle extension WIT-MV

Threaded rod DIN 976-1 (shape A) with standard metric ISO thread, zinc-plated steel 4.8, blue passivated (A2K)

CERALINE vulcanised fibre disc

Fixanchor W-FAZ/S

Plastic multi-purpose Zebra Shark<SUP>® </SUP>anchor without collar

Plastic multi-purpose Zebra Shark^®anchor without collar

Is often bought with

W-VI-A anchor rod zinc-plated steel

Hexagon nut DIN 934, steel I6I/I8I, zinc-plated, blue passivated (A2K)

Plus Quadro-L hammer drill bit

Washer with large outside diameter DIN 9021 (with large outside diameter), steel, zinc-plated, blue passivated (A2K)

Hexagon nut DIN 934, A2 stainless steel, plain

Flat washer For hexagon head bolts and nuts

Flat washer For hexagon head bolts and nuts DIN 125, A2 stainless steel

Washer with large outside diameter DIN 9021 (with large outside diameter), A2 stainless steel, plain

Cable tie KBL 1 made of polyamide with plastic tongue

Neutral silicone Perfect

Refuse bag Without pull tie

Blow-out pump for drill hole cleaning

W-VI-A anchor rod A4 stainless steel

Stud screw Zinc-plated steel

ASSY<SUP>®</SUP> 4 CSMP universal screw Steel zinc plated partial thread countersunk milling pocket head

ASSY^® 4 CSMP universal screw Steel zinc plated partial thread countersunk milling pocket head

Fitting products for your order

All-rounder injectable mortar WIT-VM 250

Specification

Application

Technical information

Documents

CAD data

Accessory

Verglichene Produkte

Fitting products for your order

All-rounder injectable mortar WIT-VM 250

Specification

Application

Technical information

Documents

CAD data

Accessory

For the best WÜRTH experience

Verglichene Produkte