ACI 212.3R-91 ACI Standards Chemical Admixtures for Concrete

An admixture is outlined in ACI 116R and in ASTM C125 as: “a material apart from water, aggregates, hydraulic cement, and fiber reinforcement, used as associate ingredient
of concrete or mortar, and other to the batch immediately before or throughout its commixture.” ACI 212.3R-91 ACI Standards Chemical Admixtures for Concrete.

This report deals with unremarkably used admixtures apart from pozzolans. Admixtures whose use leads to special kinds of concrete are allotted to different ACI committees, such as: expansive-cement concrete (ACI Committee 223), insulating and cellular concretes (ACI Committee 523), and polymers in concrete (ACI Committee 548). Pozzolans used as admixtures are allotted to ACI Committee 226, which conjointly deals with ground coarse iron blast-furnace slag (a latent hydraulic cement) other at the mixer.

ACI 212.3R-91 ACI Standards Chemical Admixtures for Concrete

212.3R_91- Chemical Admixtures for Concrete

Admixtures are wont to modify the properties of concrete or mortar to form them additional appropriate for the work at hand, or for economy, or for such alternative functions as saving energy. In several instances, (e.g., very high strength, resistance to physical change and thawing, retarding, and accelerating), associate degree admixture could also be the
only feasible means that of achieving the required result. In other instances, sure desired objectives could also be best achieved by changes in composition or proportions of the concrete mixture if therefore doing leads to larger economy than by mistreatment associate degree admixture. 

Reasons for using admixtures

Some of the a lot of vital functions that admixtures are used are:
To modify properties of contemporary concrete, mortar, and grout thus as to:

  • Increase workability while not increasing water content or decrease the water content at an equivalent work ability
  • Retard or accelerate time of initial setting
  • Reduce or stop settlement or produce slight enlargement
  • Modify the rate and/or capability for injury
  • Reduce segregation
  • Improve pumpability
  • Reduce the rate of slump loss
  • To modify properties of hardened concrete, mortar, and grout thus as to:
  • Retard or cut back heat evolution throughout early hardening
  • Accelerate the speed of strength development at early ages
  • Increase strength (compressive, tensile, or flexural)
  • Increase sturdiness or resistance to severe conditions of exposure, as well as application of deicing salts
  • Decrease permeableness of concrete
  • Control enlargement caused by the reaction of alkalies with bound mixture constituents
  • Increase bond of concrete-to-steel reinforcement
  • Increase bond between existing and new concrete
  • Improve impact resistance and abrasion resistance
  • Inhibit corrosion of embedded metal
  • Produce coloured concrete or mortar

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