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All-rounder injectable mortar WIT-VM 250
All-rounder injectable mortar WIT-VM 250 - 1
All-rounder injectable mortar WIT-VM 250 - 2
All-rounder injectable mortar WIT-VM 250 - 3
All-rounder injectable mortar WIT-VM 250 - 4
All-rounder injectable mortar WIT-VM 250 - 5
All-rounder injectable mortar WIT-VM 250 - 6

For detailed information, other images and documents, please select individual articles from the following table.

All-rounder injectable mortar WIT-VM 250

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

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Available in 3 versions

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Variants

Exclusively for trade customers

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Prices for customers after login

Two-component 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



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
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

Minimum curing times in concrete
Temperature of base materialProcessing timeMinimum curing time in dry concreteMinimum curing time in wet concrete
≥ -10 °C1)90 min24 h48 h
≥ -5 °C2)90 min14 h28 h
≥ 0 °C2)45 min7 h14 h
≥ +5 °C2)25 min2 h4 h
≥ +10 °C2)15 min80 min160 min
≥ +20 °C2)6 min45 min90 min
≥ +30 °C2)4 min25 min50 min
≥ +35 °C2)2 min20 min40 min
≥ +40 °C3)1.5 min15 min30 min
Minimum curing times in masonry
Temperature of base materialProcessing timeMinimum curing time in dry masonryMinimum curing time in wet masonry
-10 °C to -6 °C1)90 min24 h48 h
-5 °C to -1 °C2)90 min14 h28 h
0 °C to +4 °C2)45 min7 h14 h
+5 °C to +9 °C2)25 min2 h4 h
+10 °C to +19 °C2)15 min80 min160 min
+20 °C to +24 °C2)6 min45 min90 min
+25 °C to +29 °C2)4 min25 min50 min
+30 °C to +40 °C3)2.5 min15 min30 min
  • 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