Definition:
should be made to evaluate how the admixture will affect the properties of the concrete to be made with the specified job materials, under the anticipated ambient conditions, and by the anticipated construction procedures.
Admixtures are ingredients
other than water, aggregates, hydraulic cement, and fibers that are added to
the concrete batch immediately before or during mixing, in nominal quantities.
A proper use of admixtures offers certain beneficial effects to concrete,
including improved quality, acceleration or retardation of setting time,
enhanced frost and sulphate resistance, control of strength development,
improved workability, and enhanced finishability. Admixtures vary widely in
chemical composition, and many perform more than one function. Two basic types
of admixtures are available: chemical and mineral. All admixtures to be used in
concrete construction should meet specifications; tests
should be made to evaluate how the admixture will affect the properties of the concrete to be made with the specified job materials, under the anticipated ambient conditions, and by the anticipated construction procedures.
Materials used as admixtures
included milk and lard by the Romans; eggs during the middle ages in Europe; polished
glutinous rice paste, lacquer, tung oil, blackstrap molasses, and extracts from
elm soaked in water and boiled bananas by the Chinese; and in Mesoamerica and
Peru, cactus juice and latex from rubber plants. The Mayans also
used bark extracts and other substances as set retarders to keep stucco workable for a long period of time.
used bark extracts and other substances as set retarders to keep stucco workable for a long period of time.
AIR ENTRAINMENT:
It is the intentional creation
of tiny air bubbles in concrete. The bubbles are introduced into the concrete
by the addition to the mix of an air-entraining agent, a surfactant. The air
bubbles are created during mixing of the plastic concrete, and most of them
survive to be part of the hardened concrete. The primary purpose of air
entrainment is to increase the durability of the hardened concrete, especially in
climates subject to freeze-thaw; the secondary purpose is to increase
workability of the concrete while in a plastic state. A water: cement ratio
(w/c) of approximately 0.25 is required for all the cement particles to
hydrate. Water beyond that is surplus and is used to make the plastic concrete
more workable or flowable. Most concrete has a w/c of 0.45 to 0.60, which means
there is substantial excess water that will not react with cement. Eventually 5
the excess water evaporates, leaving little pores in its place.
Environmental
water can later fill these voids. During freeze-thaw cycles, the water
occupying those pores expands and creates stresses, which lead to tiny cracks.
These cracks allow more water into the concrete and the cracks enlarge. Eventually
the concrete breaks off. The failure of RCC is most often due to this cycle,
which is accelerated by moisture reaching the reinforcing steel. Steel expands
when it rusts, and these forces create even more cracks, letting in more water.
These air bubbles that are created improve the resistance of the concrete
structure against Freeze and Thaw cycles.
WATER
REDUCERS or PLASTICIZERS:
Water-reducers generally
reduce the required water content of a concrete mixture for a given slump.
These admixtures disperse the cement particles in concrete and make more
efficient use of cement. This increases strength or allows the cement content
to be reduced while maintaining the same strength. The basic role of water
reducers is to deflocculate the cement particles agglomerated together and
release the water tied up in these agglomerations, producing more fluid paste
at lower water contents. Water-reducers are used to increase slump of concrete
without adding water and are useful for pumping concrete and in hot weather to
offset the increased water demand.
Some water - reducers may aggravate the rate
of slump loss with time. Water-reducing admixtures are used to improve the
quality of concrete and to obtain specified strength at lower cement content.
They also improve the properties of concrete containing marginal- or
low-quality aggregates and help in placing concrete under difficult conditions.
Water reducers have been used primarily in bridge decks, low-slump concrete
overlays, and patching concrete.
RETARDERS
or SET-RETARDERS:
They are chemicals that delay
the initial setting of concrete by an hour or more. Retarders are often used in
hot weather to counter the rapid setting caused by high temperatures. Most
retarders also function as water reducers. Retarders should meet the
requirements for Type B or D in ASTM C 494.
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