concrete
- Normal Mix
- JKR Mix
- Pump Mix
- Waterproofing Mix
- Chipping Mix
COLOURED OR NATURAL MINERAL DRY SHAKE FLOOR HARDENER
Description
Sikafloor 3 QuartzTop is a one part, pre-blended, (coloured) mineral dry shake hardener for concrete comprising of cement, specially selected quartz mineral aggregates and admixtures
Uses
- For surface hardening of floor slabs and screeds where
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WATER-DISPERSED, ACRYLIC COPOLYMER BASED CONCRETE CURING COMPOUND
Description
Sika Antisol A is a water-dispersed acrylic copolymer based curing compound. It is ready for use and simple to apply. Sika® Antisol® A will form a thin film, covering the surface of the concrete to prevent premature water loss due to evaporation.
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DUAL SHRINKAGE-COMPENSATED, FLOWING, CEMENTITIOUS REPAIR MATERIAL FOR FORMWORK REPAIRS
Description
Sika® Microcrete-2000 is a dual shrinkage-compensated pre-bagged flowing micro concrete. It has very good flow properties and has been specifically developed to reduce heat generation.
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SELF-COMPACTING CONCRETE FOR FORMWORK REPAIRS
Description
Sika® Microcrete®-218 is a pre-bagged self-compacting concrete. It has very good flow properties and has been specifically developed to reduce heat generation. As such, large volume repairs may be performed without addition of aggregates.
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SELF-COMPACTING CONCRETE FOR FORMWORK REPAIRS
Description
Sika® Microcrete®-217 is a pre-bagged self-compacting concrete. It has very good flow properties and has been specifically developed to reduce heat generation. As such, large volume repairs may be performed without addition of aggregates.
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CONCRETE CURING AGENT
Description
Sika® Antisol® E is a ready to use spray applied liquid curing agent to prevent water loss from the surface of freshly placed concrete. It forms a thin film barrier on the concrete without affecting the normal setting action.
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CONCRETE CURING COMPOUND
Description
Sika Antisol-90 is a liquid curing compound for the prevention of premature water loss in concrete. Sika Antisol-90 has an efficiency index of 90 % when tested in accordance with the DoE Specification for Road and Bridge Works, clause 2709/1032.
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