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Cryston - IW+

Cryston – IW+


Product Type Integral additive for concrete in dry powder form

Permeability reducing; chloride ion penetration & migration reducing admixture for concrete with crack bridging abilities till 500 microns.

Types of Application
  1. CRYSTON IW+ is to be added directly to the concrete mixer during batching.
  2. The product can be added at any time during the batching process. However, the addition time may affect plastic properties. Trial batches are recommended.
  3. If being batched into transit mixers, allow the product to thoroughly mix at medium/high speed for ten minutes prior to placing.
  4. If superplasticizers are to be used, they should be added normally after the addition of CRYSTON IW+ in the mix.
  5. Place and finish concrete in accordance with BIS/ACI guidelines
  6. CRYSTON IW+ improves flow, pumpability and placement properties of plastic concrete. Best results are achieved if the concrete mix is placed within 45 minutes from time of batching After 45 minutes, concrete may experience slump loss. Adjust slump with superplasticizer following manufacturers’ instructions. Do not add water to increase workability.
  7. CRYSTON IW+ can have minor effects on the initial and final setting times of the concrete. Adjust your finishing or stripping schedule accordingly.
  8. CRYSTON IW+ greatly improves internal curing and helps reduce drying shrinkage and crazing cracks. However, the product is not a replacement for proper curing procedures. Wet cure the concrete with a fog mist spray, sprinkler, or wet burlap for at least five days. Protect from rain, direct sunlight, or excessive wind.

Properties:

Reduction in water permeability

Standards:

As per DIN 1048

Results:

50% to 90% (depending on grade of concrete and control values)

Properties:

Increase in compressive strength

Standards:

As per IS 516

Results:

0% – 5%

Properties:

Drying shrinkage reduction

Standards:

As per DIN-157-08

Results:

Up to 40%

Properties

Standards

Results

Reduction in water permeability

As per DIN 1048

50% to 90% (depending on grade of concrete and control values)

Increase in compressive strength

As per IS 516

0% – 5%

Drying shrinkage reduction

As per DIN-157-08

Up to 40%

Health & Safety Precautions