All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-345ML

All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-345ML - 1

All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-345ML - 2

All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-345ML - 3

All-rounder injectable mortar WIT-VM 250

Name: All-rounder injectable mortar WIT-VM 250
Brand: Würth
SKU: 0903450207

All-rounder chemical injection mortar WIT-VM 250
ANC-MORT-(WIT-VM250)-345ML

Art.-no. 0903450207

EAN 4062856844876

All versions

Prices for customers after login

All-rounder injectable mortar WIT-VM 250

Art.-no. 0903450207

Prices for customers after login

Quantity

x 1 pcs

Exclusively for trade customers

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Call customer service: +82 1588 6322

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

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

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

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

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

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

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

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

Post-installed rebar connection

Proof of Performance

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

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

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

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

Application area

Awning

Steel supports

Brackets

French balconies

Drill holes with a rotary drill (without impact mechanism)

Clean the drill hole:

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

Cut anchor rod to length and mark the desired insertion depths

Insert perforated sleeve

Screw mixer onto cartridge

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

Completely fill with composite mortar from end of perforated sleeve

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

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

Mount component; do not exceed maximum torque

Cut tubular film clip before use!

Tubular film cartridge, 300 ml:

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

Before use, dispense a bead of approx. 20 cm

Create the drill hole

Clean the drill hole:

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

Cut anchor rod to length and mark the desired insertion depths

Screw mixer onto cartridge

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

Fill composite mortar from bottom of drill hole

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

Visual check of mortar volume, embedment depth mark

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

Install component, apply installation torque

Cut tubular film clip before use!

Tubular film cartridge, 300 ml:

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

Before use, dispense a bead of approx. 20 cm

Create the drill hole

Clean the drill hole:

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

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

Screw mixer onto cartridge

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

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

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

Visual check of the mortar volume, observe maximum processing time

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

Minimum curing times in concrete
Temperature of base 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 (anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1

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

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

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

Product information

Würth Catalogue

Datasheets(X)

Safety data sheet 1

Safety data sheet 2

Certificates/ Documents

Application area

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

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

Instructions

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

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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).

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⁾ s_cr ⊥ [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).