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Injectable mortar WIT-NORDIC
The winter mortar (installation down to -20°C possible), for concrete and masonry
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Two-part reactive resin mortar, styrene-free vinylester
Ideal for construction sites in winter
- Can be used with an ambient and mortar temperature down to –20°C
- Cartridge and storage temperature above –20°C
Fixing point, cracked and non-cracked concrete, seismic performance category C1:
Anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1
Fixing point masonry:
Perforated sleeve SH, anchor rod W-VI-A, standard threaded rod with acceptance certificate 3.1
Cartridge can continue to be used until the best before date, by changing the mixer nozzle or resealing it with the end cap
- European Technical Assessment ETA-12/0164: Fixing point + cracked and non-cracked concrete (anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1
- European Technical Assessment ETA-16/0757: Fixing point + masonry (perforated sleeve SH, anchor rod W-VI-A, standard threaded rod with acceptance certificate 3.1)
Useful information: WIT-NORDIC is suitable for extremely low temperatures (cartridge, environment, base material) down to -20°C. Use at temperatures of +20°C or above (cartridge, environment, base material) is not recommended.
Post support bracket
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Satellite systems
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
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
Observe the injection mortar curing time
Mount the component. Do not exceed the maximum torque
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
Observe the injection mortar curing time
Mount component; do not exceed maximum torque
Create the drill hole
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
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 the bottom of the drill hole (see enclosed leaflet)
Press in anchor rod up to the bottom of the sleeve while turning slightly
Visual check of mortar volume, embedment depth mark
Observe the injection mortar curing time
Mount component; do not exceed maximum torque
- European Technical Assessment ETA-12/0164: Fixing point + cracked and non-cracked concrete (anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1
- European Technical Assessment ETA-16/0757: Fixing point + masonry (perforated sleeve SH, anchor rod W-VI-A, standard threaded rod with acceptance certificate 3.1)
- Anchorage at extremely low installation temperatures (down to -20°C)
- Suitable for fastening wooden structures, metal structures, metal profiles, brackets, grilles, sanitary ware, pipes, cable conduits etc.
Select RAL-colour code
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