Admixtures
are materials other than cement, sand, aggregates, and water that are added to
concrete or mortar immediately before or during mixing to either modify the
properties of hardened concrete or to ensure the quality of concrete during
mixing, transporting, placing, and curing. Admixtures can be used to provide
greater plasticity, workability and earlier levels of strength
than from normal concrete.
Admixtures
Admixtures are classed according to function. There are five distinct classes of chemical
admixtures. Click on any of the links below for more information:
Air-entraining
agents are liquid chemicals added during mixing to produce microscopic air
bubbles in concrete.
Water-reducing
chemicals are used for two separate purposes: to lower the water content which
increases the strength; or to obtain higher slump using the same water content
for pumping concrete or in hot weather.
Retarding
chemicals delay the initial set of concrete and are used primarily in hot
weather.
Accelerating
chemicals reduce the initial set time of concrete and are recommended in cold
weather.
Plasticizers
or high-range water reducers (HRWR) constitute a special
class of water-reducers.
All other varieties of admixtures fall into the specialty category whose
functions include corrosion inhibition, shrinkage reduction, alkali-silica
reactivity reduction, workability enhancement, bonding, damp proofing, and
coloring.
Supplementary Cementing Materials
Supplementary cementing materials, also called mineral admixtures,
contribute to the properties of hardened concrete through hydraulic or
pozzolanic activity. Typical examples are natural pozzolans, fly ash, ground
granulated blast-furnace slag, and silica fume, which can be used individually
with portland or blended cement or in different combinations.
These materials react chemically with calcium hydroxide released from the
hydration of portland cement to form cement compounds. These materials are
often added to concrete to make concrete mixtures more economical, reduce
permeability, increase strength, or influence other concrete properties. Fly
ash, the most commonly used pozzolan in concrete, is a finely divided residue
that results from the combustion of pulverized coal and is carried from the
combustion chamber of the furnace by exhaust gases. Commercially available fly
ash is a by-product of thermal power generating stations.
Blast-furnace slag, or iron blast-furnace slag, is a nonmetallic product
consisting essentially of silicates, aluminosilicates of calcium, and other
compounds that are developed in a molten condition simultaneously with the iron
in the blast-furnace. Silica fume, also called condensed silica fume and
microsilica, is a finely divided residue resulting from the production of
elemental silicon or ferro-silicon alloys that is carried from the furnace by
the exhaust gases. Silica fume, with or without fly ash or slag, is often used
to make high-strength concrete.
Reinforcing Fibers
Reinforcing fibers are added to the concrete mix to control shrinkage cracking, provide abrasion resistance, and in higher contents, improve the strength and toughness of the hardened concrete. Typical fibers for concrete include carbon, polypropylene, polyvinyl-alcohol [PVA], polymeric, and steel. The size, shape and type of material can be used to optimize the concrete for different applications. The newest generation of fibers – macrofibers - function as secondary reinforcement, but can also help with thermal cracking and increasing the flexural strength of the concrete.
Unlike wire mesh or rebar, fibers are added directly into the mix and thus do not need to be placed into position. This creates a three-dimensional reinforcement system that may be able to replace the need for wire mesh.
(Some content provided by
Portland Cement Association )
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