Chemical injection mortar Classic WIT-C 100
Composite mortar WIT-C 100
ANC-MORT-(WIT-C100)-CART-330ML
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- Styrene-free chemical injection mortar
- 2-component reactive resin mortar, styrene-free vinylester
- Cartridges can be used up to expiration of the best before date by replacing the mixer nozzle or by being closed again with sealing cap
Useful information:
Drill perforated and hollow blocks with a rotary drill (without impact mechanism) – higher load-bearing capacities
Drill hole cleaning
- Masonry + aerated concrete: 2x blow-out, 2x brush-out, 2x blow-out
- Non-cracked concrete: 2x blow-out, 2x mechanical brush-out, 2x blow-out
- If the drill hole is M20 or larger, blow out with compressed air using the appropriate compressed air nozzles
Create the drill hole
Clean drilled hole (blow out 2x/brush out 2x/blow out 2x)
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
Create the drill hole
Clean drilled hole (blow out 2x/brush out 2x/blow out 2x)
Screw mixer onto cartridge
Before use, press out approx. 10 cm cord
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 the injection mortar curing time
Mount component; do not exceed maximum torque
Create the drill hole
Check the cleaning brush diameter.
Clean drill hole (blow out twice, brush out mechanically twice, blow out twice), blow out with compressed air in case of M20 drill hole or larger.
Screw mixer onto cartridge
Before use, press out approx. 10 cm cord
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
Install component, apply installation torque
Datasheets(X)
- The injection anchor can be anchored in the following anchoring bases: Solid brick, solid sand-lime brick, vertically perforated brick, perforated sand-lime brick, hollow lightweight concrete blocks, hollow concrete blocks, aerated concrete and non-cracked concrete
- Perform anchorages in solid brick (clay brick and sand-lime brick) and non-cracked concrete without a perforated sleeve
- Use a perforated sleeve for anchorages in perforated brick (vertically perforated brick, perforated sand-lime brick, hollow lightweight concrete blocks and hollow concrete blocks) and aerated concrete
- Anchor rod or female thread sleeve in galvanised steel can be used in enclosed areas, e.g. homes, offices
- Anchor rod or female thread sleeve in A4 stainless steel can be used outdoors or in wet rooms
- Suitable for attachments not subject to approval, e.g. fence posts, wall cupboards, grilles, sanitary ware, lights etc.
Type description | WIT-C 100 |
Contents | 330 ml |
Included in delivery | Mortar cartridge 330 ml (coaxial) + 1 x mixer nozzle |
Min./max. processing temperature /conditions | 5 to 35 °C / temperature in the anchorage ground during processing and hardening |
Min./max. ambient temperature / Conditions | -40 to 80 °C / after completely curing process |
Temperature resistance, long-term temperatures max. | 50 °C |
Temperature resistance, short-term temperatures max. | 80 °C |
Shelf life from production/conditions | 18 Month / cool and dry storage area, 5°C to 25°C |
Chemical basis | Vinylester, styrene free |
Colour | Grey |
Masonry (perforated and solid brick, autoclaved aerated concrete): WIT-C100 + anchor rod WIT-AS or internally threaded sleeve WIT-IG | |||||||||||
Anchor diameter | Anchor rod WIT-AS | Internally threaded sleeve WIT-IG | |||||||||
M8 | M10 | M12 | M6 | M8 | |||||||
Plastic perforated sleeve | Without WIT-SH | WIT-SH 18/95 | Without WIT-SH | WIT-SH 18/95 | Without WIT-SH | WIT-SH 18/95 | Without WIT-SH | WIT-SH 18/95 | Without WIT-SH | WIT-SH 18/95 | |
Solid brick | Frec [kN] ≥ Mz12 | 1,7 | - | 1,7 | - | 1,7 | - | 1,7 | - | 1,7 | - |
Solid calcium silicate block | Frec [kN] ≥ KS12 | 1,7 | - | 1,7 | - | 1,7 | - | 1,7 | - | 1,7 | - |
Vertically perforated brick | Frec [kN] ≥ HLz 6 | - | 0,4 | - | 0,4 | - | 0,4 | - | 0,4 | - | 0,4 |
Hollow calcium silicate block | Frec [kN] ≥ KSL 6 | - | 0,6 | - | 0,6 | - | 0,6 | - | 0,6 | - | 0,6 |
Nominal drill diameter | d0 [mm] | 10 | 18 | 12 | 18 | 14 | 18 | 14 | 18 | 14 | 18 |
Drill hole depth | h0 ≥ [mm] | 100 | |||||||||
Installation depth of perforated sleeve | hnom = [mm] | - | 95 | - | 95 | - | 95 | - | 95 | - | 95 |
Effective anchorage depth | hef [mm] | 93 | |||||||||
Torque while installing anchor | Tinst = [Nm] | 8 |
Chemical resistance of the hardened vinyl ester resin at 20°C | |||
Chemicals | Concentration [weight %] | Resistant | Not resistant |
Acetic acid | 10 | Yes | |
Acetic acid | > 40 | No | |
Acetone | 5 | No | |
Ammonia solution | Conc. | No | |
Aniline | No | ||
Boric acid, aq. | All | Yes | |
Calcium hydroxide | No | ||
Carbon tetrachloride | Yes | ||
Citric acid, aq. | 50 | Yes | |
Diesel fuel | Yes | ||
Ethanol | 96 | No | |
Ethylene glycol | Yes | ||
Formaldehyde, aq. | 20 | No | |
Formic acid | 30 | Yes | |
Heating oil | Yes | ||
Glycol | Yes | ||
Hydrochloric acid | All | No | |
Isopropanol | Yes | ||
Lactic acid | < 80 | Yes | |
Linseed oil | Yes | ||
Magnesium chloride, aq. | All | Yes | |
Methanol | No | ||
Nitric acid | 30 | No | |
Oleic acid | Yes | ||
Phenol, aq. | All | No | |
Phosphoric acid | < 80 | Yes | |
Potassium carbonate, aq. | All | No | |
Potassium chloride, aq. | All | Yes | |
Potassium hydroxide | All | No | |
Potassium nitrate, aq. | All | Yes | |
Sea water | Yes | ||
Sodium chloride, aq. | All | Yes | |
Caustic soda | All | No | |
Sodium phosphate, aq. | All | Yes | |
Sodium silicate, aq. | All | No | |
Sulphuric acid, aq. | < 50 | Yes | |
Tartaric acid, aq. | Yes | ||
Toluene | No | ||
Trichloroethylene | No |
Uncracked concrete: WIT-C 100 + anchor rod W-VI-A/S or W-VI-A/A4 | |||||||
Anchor diameter | M8 | M10 | M12 | M16 | M20 | M24 | |
Recommended centric tension load (individual anchor, uncracked concrete) | Nrec [kN] = C20/25 | 6,8 | 10,7 | 15,0 | 21,4 | 40,7 | 49,3 |
Recommended shear load (individual anchor, uncracked concrete) | Vrec [kN] = C20/25 | 4,6 | 7,7 | 10,8 | 20,1 | 31,4 | 45,3 |
Nominal drill diameter | d0 [mm] | 10 | 12 | 14 | 18 | 22 | 26 |
Drill hole depth/effective anchorage depth | h0/hef [mm] | 80 | 90 | 110 | 125 | 170 | 210 |
Torque while installing anchor | Tinst = [Nm] | 10 | 20 | 40 | 60 | 120 | 150 |
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!