Download ACI 212.3R-10 - Report on Chemical Admixtures for Concrete by ACI PDF


Chemical admixtures, that are basically water-soluble elements, are mentioned intimately and, during this record, are labeled into thirteen teams: airentraining; accelerating; water-reducing and set-retarding; admixtures for flowing concrete; admixtures for self-consolidating concrete; chilly climate admixture platforms; admixtures for extraordinarily high-early-strength concrete; prolonged set regulate; shrinkage-reducing; corrosion-inhibiting; lithium; permeability-reducing; and miscellaneous. Chemical admixtures are used each day within the cast-in-place and precast concrete industries. Twelve different types of admixtures are defined intimately as to style, present utilization, and their impact on concrete within the plastic and hardened country. Their advantages and customary utilization are outlined.

Each class of admixture addresses the advantages available with their use in a appropriately proportioned concrete blend, different types of batching structures, regulate measures, and attempt placements for combination layout verification. combination designs utilizing a number of chemical admixtures became extra universal. Their winning utilization calls for right compatibility and, frequently, environment occasions and early strengths which are right for the putting surroundings. the capability merits are highlighted to all contributors of the concrete staff, concrete contractor, concrete manufacturer, admixture provider, and trying out personnel.

Finely divided mineral admixtures are addressed by way of ACI 232.2R “Use of Fly Ash in Concrete,” ACI 232.1R “Use of uncooked or Processed traditional Pozzolans in Concrete” and ACI 234R “Guide for using Silica Fume in Concrete.”

Keywords: accelerating; admixture; admixture method; air-entraining; alkali-aggregate response; flowing concrete; high-range water-reducing admixture; permeability-reducing admixtures; self-consolidating concrete; shrinkage-reducing; water-reducing and set-retarding.

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Extra resources for ACI 212.3R-10 - Report on Chemical Admixtures for Concrete

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S. Army Corps of Engineers identified combinations of commercially available admixtures to allow fresh concrete to fully cure while its internal temperature is below 32°F (0°C) without harming its performance compared with that of normal concrete cured at normal temperatures (Korhonen et al. 2004). 2—Materials Currently, cold-weather admixture systems are made by using admixtures that meet ASTM C494/C494M requirements or that are commercial products otherwise accepted by industry practice. The admixtures are mainly selected for their individual abilities to depress the freezing point of water or to accelerate the hydration rate of cement at low temperatures.

Blended high-alumina cement is obtained by blending high-alumina cement with appropriate proportions of portland cement. These cements have a faster strength gain compared with Type III cement and produce concrete that is more resistant to sulfate attack. One of the main limitations of this cement, however, is a conversion reaction it undergoes, resulting in considerable loss of strength and decrease in solid volume. Calcium sulfoaluminate cement is produced by adding calcium sulfate to the clinkers of a Type I cement.

This shrinkage mechanism occurs only in pores within a fixed range of sizes. The amount of cement-paste shrinkage caused by surface tension depends primarily on the w/cm, but is also affected by cement type and fineness and by other ingredients (such as admixtures and supplementary cementitious materials), which affect pore size distribution in the hardened paste. The SRA reduces shrinkage by reducing the surface tension of water in the pores. The SRA is dispersed in the concrete during mixing.

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