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


Chemical admixtures, that are basically water-soluble elements, are mentioned intimately and, during this file, are categorised into thirteen teams: airentraining; accelerating; water-reducing and set-retarding; admixtures for flowing concrete; admixtures for self-consolidating concrete; chilly climate admixture structures; admixtures for terribly high-early-strength concrete; prolonged set keep an eye on; shrinkage-reducing; corrosion-inhibiting; lithium; permeability-reducing; and miscellaneous. Chemical admixtures are used every day within the cast-in-place and precast concrete industries. Twelve different types of admixtures are defined intimately as to variety, present utilization, and their influence on concrete within the plastic and hardened kingdom. Their advantages and customary utilization are outlined.

Each type of admixture addresses the advantages accessible with their use in a accurately proportioned concrete mix, varieties of batching structures, keep watch over measures, and attempt placements for blend layout verification. mix designs utilizing a number of chemical admixtures became extra universal. Their profitable utilization calls for right compatibility and, frequently, surroundings instances and early strengths which are right for the putting surroundings. the aptitude merits are highlighted to all individuals of the concrete staff, concrete contractor, concrete manufacturer, admixture provider, and trying out personnel.

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

Keywords: accelerating; admixture; admixture process; 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 info for ACI 212.3R-10 - Report on Chemical Admixtures for Concrete

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Typically, nonchloride set accelerators are basic ingredients of freeze-resistant admixtures. When used for this purpose, dosage rates are much higher than those used at temperatures above freezing. For concrete cured at low temperatures, early strengths are low, even though strengths can be similar to normally cured concrete at later ages. S. Army Corps of Engineers 1994). Nitrite salts actually reduce corrosion potential when used in amounts suitable for anti-freeze performance. Proprietary accelerating admixtures that provide waterreduction and accelerate hydration down to 20°F (–7°C) without harmful side effects are available (Brook and Ryan 1989).

The manufacturer’s instructions should be followed regarding the effects of freezing the product. An admixture stored beyond its recommended shelf life should be retested before use. 1—Introduction Steel in concrete is normally protected from corrosion by the high pH of the concrete environment, which creates a stable passivation layer of iron hydroxides on the steel surface. Chlorides, however, can penetrate this layer and soluble iron chloride complexes form that weaken this layer due to the increased solubility of the iron.

The other is if the SRA adversely affects the air void system, the concrete is susceptible to freezing-and-thawing damage. Trial mixtures are recommended to ensure proper air void spacing to resist this type of exposure. 8—Quality assurance SRA dosage and post-placing curing conditions affect the shrinkage properties of concrete and hence, selection, of an appropriate dosage would depend on the level of shrinkage desired, the degree of set retardation that is acceptable, and curing conditions. Proper placing and curing procedures are critical for SRA applications.

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