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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 2 versions

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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

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

Tubular film cartridge, 300 ml:


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

Tubular film cartridge, 300 ml:


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

Drill holes with a rotary drill (without impact mechanism)

Clean drill hole; 2x blow out/2x brush out/2x blow out

Tubular film cartridge, 300 ml:


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

Insert sieve bush

Screw mixer onto cartridge

Before use, press out approx. 10 cm cord

Completely fill with composite mortar from end of sieve sleeve (see enclosed leaflet)

Press in anchoring element up to bottom of sleeve while turning slightly

Observe the injection mortar curing time

Mount component; do not exceed maximum torque

Tubular film cartridge, 300 ml:


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

Create the drill hole

Clean drill hole; 2x blow out/2x brush out/2x blow out

Screw mixer onto cartridge

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

Fill with composite mortar starting from drill hole base (see enclosed leaflet)

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

Visual check of mortar filling quantity, setting depth marking

Observe curing time of


composite


mortar

Mount component; do not exceed maximum torque

Create the drill hole

Make the drill hole using Würth hollow drill bit, there is no need for hole cleaning

Clean the drill hole:


Blow out 2x with oil-free compressed air (min. 6 bar)/brush out 2x/blow out 2x with oil-free compressed air (min. 6 bar),

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

Use WIT-VL 16 Cut off mixer at position "X"

Use WITVL 16 cut off mixer at position "X"

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

  • 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