|
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 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 voids of Entrapped concrete , are more
frequently occurring & more uniformly distributed .
Entrained
air can be produced in concrete by use of air-entraining cement, by
introduction of an air-entraining admixture, or by a combination of
both methods.
Air-entraining cement is a portland cement with an air-entraining
addition interground with the clinker during manufacturing process. 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 . In concrete
with intentionally entrained air, these bubbles are stabilized by the use of air
entraining admixtures incorporated into the concrete mix. Air-entraining agents stabilize microscopic 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.
|
Air entraining admixture
|
Air entrained
concrete
|
Reduction of stresses in Air entrained concrete
|
|

|

|

|
|
(source:
PCA)
|
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, creating
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.
|