IS 12262

: 1987

Use of Superplasticizing Admixtures in Concrete - Guidelines

CurrentSpecializedGuidelinesMaterials Science · Precast and Prefabricated Concrete
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This standard provides guidelines for using superplasticizing admixtures in concrete to produce high workability (flowing) concrete or high-strength concrete with reduced water content. It specifies the physical and chemical requirements for these admixtures, along with guidance on trials, dosage, and precautions during use.

Provides guidelines for the proper use of superplasticizing admixtures in concrete to improve workability or reduce water content.

Quick Reference Values
Minimum Water Reduction20%
Minimum Compressive Strength (3 days vs Control)140%
Minimum Compressive Strength (7 days vs Control)115%
Minimum Compressive Strength (28 days vs Control)115%
Initial Setting Time Variation from ControlNot more than 30 minutes before
Final Setting Time Variation from ControlNot more than 60 minutes before
Chloride Content (Max)0.2% by mass of admixture
Practical Notes
Always conduct site trials with actual project materials (cement, aggregates) to determine the optimum dosage and to check for adverse effects like segregation or excessive setting time changes.
The slump-enhancing effect is temporary. Ensure concrete is transported, placed, and compacted within the window of increased workability, which can be as short as 30-60 minutes.
Overdosing can lead to severe segregation and retardation. Admixtures should be dispensed using a calibrated dispenser for accuracy.