ADMIXTURES to CONCRETE In modern days Concrete without an Admixture Is an exception.

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Presentation transcript:

ADMIXTURES to CONCRETE In modern days Concrete without an Admixture Is an exception

Typical Results with Plasticizers TestCement kg/m3 Dosage Lit/50kg W/CSlump mm UCS (N/mm2) 7 days 28 days Control Workability increase Strength increase Cement saving

Superplasticiser

Effect of Retarding Superplasticizers at high temp. TestTempConcrete Slump (mm) 0-h1-h2-h3-h4-h5-h Control Admixture Control Admixture

Effect of Accelerating Plasticizers at low Temp. TempMixW/CUCS (N/mm2) Slump = 25mm Cement = 300 kg 1 Day3 Day7 Day28 Day 2 0 C Control Admixture C Control Admixture C Control Admixture

Pozollanic Admixtures –Metakaolin –Surkhi –Fly-ash GGBFS Silica Fumes MINERAL ADMIXTURES

Fly- ash Lower heat of hydration Increased water tightness Lower susceptibility to leaching Low thermal shrinkage Reduced alkali aggregate reaction Improved resistance to sulphate attack Improved workability Lower cost

Influence of Fly ash content on strength of concrete

GGBFS Obtained as a by-product in the making of steel

GGBFS AND PORTLAND CEMENT

Denser Microstructure Better long term strength Slower heat development Durability is better Alkali-silica reaction eliminated Lower slump loss GGBFS

Silica Fume A by product in the making of Silicon / Ferrosilicon from Carbon or Quartz in Electric Arc Furnace

Compressive strength of concrete with different contents of Silica

Mix Proportion of Some High Performance Concretes IngredientsMix (kg / m3) ABCDE Portland Cement Silica Fumes Fly ash GGBFS Fine Aggregate Coarse Aggregate Total water Water/cementitious Slump (mm) Strenth (Mpa) 1 day days days days

HYDRATION

Compressive strength of concrete with different contents of GGBFS