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All-rounder injectable mortar WIT-VM 250
The all-rounder for concrete, masonry and post-installed rebar connections
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Variants
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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
- 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
Awnings
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 injection 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)
Tubular film cartridge, 300 ml:
Cut tubular film clip before use! First section of mortar approx. 20 cm
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
Comply with hardening time of composite mortar
Mount component; do not exceed maximum torque
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
Screw mixer onto cartridge
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
- 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.
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.
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!