However,
Entrained air should not be confused with
Entrapped air.
The
entrapped
air found in concrete is the result of the cement paste's
inability
to close with the aggregate. In a non-air entrained concrete , the
voids or the
bubbles get entrapped in the concrete primarily because of inadequate
consolidation. Voids of this
type are present in all types of concrete,
including air entrained concrete. They are often distinguished by their non
spherical /distorted shape and their considerable greater size (usually
larger
than 1mm).The normal amount of entrapped air in most concrete
mixes will fall
within the 1 - 2 percent range. Entrapped air is not found as bubbles
but
rather appears as irregular shaped
voids found in the cement paste. Entrapped
air does NOT provide the concrete
reliable protection against frost action.
Air-entrained
concrete contains minute air
bubbles which are smaller than the the voids
of Entrapped concrete & are and more frequently occurringmore
uniformly
distributed .
Entrained
air can be produced in concrete by use of an air-entraining cement, by
introduction of an air-entraining
admixture, or by a combination of both
methods.
An
air-entraining cement is a portland cement with an air-entraining
addition
interground with the clinker during manufacture. An air-entraining
admixture,
on the other hand is added directly to the concrete materials either
before or
during mixing.
The
bubbles are generated during mixing of fresh concrete and, in
concrete
with intentionally entrained air, are stabilized by the use of air
entraining
admixtures incorporated into the concrete mix. Air-entraining agents
stabilize
miccroscopic air bubbles in concrete by reducing the surface tension at
the
air-water interface. The shearing action of the mixer and aggregates
will
entrain and divide air into finely divided bubbles surrounded by the
stabilizing agent. It is critical that sufficient mixing time be
allowed for
the air bubbles to be generated and stabilized.
Proper air-entrainment will
dramatically improve the
durability of concrete exposed
to moisture during cycles of freezing and thawing. Entrained air
also improves
concrete’s resistance
to surface scaling caused by
chemical deicers.In addition to providing saturated freeze-thaw
protection and
improved salt scaling resistance, entrained air provides several other
benefits: increased workability, reduced water demand, decreased
segregation
and bleeding, and reduced permeability.
Air voids in concrete improve durability by
reducing
stresses associated with freezing water in pores. The expansion
as water
converts from liquid to solid upon freezing creates a pressure on the
remaining
liquid. Entrained air provides relief for this pressure, by providing
space for
the water to flow into. Without
air voids, the pressure creates stress on
the concrete, crreating cracks which cumulatively begin disrupting the
concrete.
Both
classes of air voids have an impact on the frost resistance of concrete
but the
smaller more frequently occurring and more
uniformly distributed
entrapped-air voids are the ones relied upon to provide permanent frost
protection. The total volume of air required is a function of
maximum
aggregate size.