High Performance Water Reducing Admixture

DESCRIPTION: High Performance Water Reducing & Retarding – Superplasticising Concrete Admixture To produce pump able concrete to produce concrete substantial reduction in water resulting in low permeability and high early strength. By Water Reducing Admixture reducing the amount of water, the cement paste will have higher density, which results in higher paste quality. An increase in paste quality will yield higher compressive and flexural strength, increase resistance to weathering, improve the bond of concrete and reinforcement, reduce the volume change from drying and wetting and reduce shrinkage cracking tendencies. Water Reducing & Retarding – Superplasticising Concrete Admixture To produce high workability concrete requiring little or no vibration during placing. Water Reducing Admixture is used to modify the properties of concrete or mortar to make them more suitable to work by hand or for other purpose such as saving mechanical energy. At higher dosages, advantages can be taken of the retardation of initial setting time of concrete especially in large pours.

Using Bridge

USAGES AREA:

  • Ready mixed concrete
  • Pilling
  • Bridge
  • Culvert
  • Concrete Block
  • Superstructures
  • Pumped concrete
  • Concrete containing Granulated Slag/ Pozzolans
  • Mass concrete pours
  • Hot weather concreting

FEATURES AND BENEFITS:

  • Water Reducing Admixture Improve workability.
  • Higher ultimate strengths.
  • Reduce rate of slump loss.
  • Extend working time.
  • Delay in setting time of concrete.
  • Improve finishing characteristics of concrete.
  • Bleeding and segregation minimize.
  • Strength increase due to reduction of w/cm ratio.
  • Creep is reduced in proportion to the increase in the strength of the concrete.
Using Superstructures

DOSAGE:

Water Reducing Admixture As a guide, the rate of addition is generally in the range of 200ml – 700ml per 50kgs of cement.

Using Pilling

STANDARDS COMPLIANCE: 

Water Reducing Admixture Complies with IS:9103 , BS:5075 and ASTM-C-494 Type ‘G’. Part 3 and ASTM C494 Type F. ASTM C-494 Type B, C, D & G , EN 934-2: T11.1/11.2, IS 9103.

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