LIGHT WEIGHT CONCRETE
 The concrete which has considerably lower mass per unit volume than the
ordinary concrete is called light weight concrete .
 It is often made by the use of light weight aggregates due to which it is
also known as light weight aggregate concrete.
CHARACTERISTICS
 Density : 240 - 1820 kg/m^3
 Strength : 7 - 40 MPa
 Satisfactory durability
 Improved workability
 Good thermal insulation
 Better water absorption
COMPARISON WITH
ORDINARY CONCRETE
 Exhibits higher moisture movement as compared to ordinary
concrete.
 Coefficient of thermal expansion is generally much lower than
ordinary concrete .
 Exhibits higher fire resistance property than the ordinary
concrete .
 Better resistance to freeze and thaw .
 Expensive than ordinary concrete .
USES
This type of concrete is used in applications such as :
 prestressed concrete .
 high rise buildings .
 where extra load is not applied .
 to reduce dead load .
 for sound proofing .
ADVANTAGES
 Rapid and relatively simple construction .
 Economical in terms of transportation .
 Significant reduction in overall weight results in saving
structural frames , footing or piles .
 Most of the light weight concrete have better nailing and
sawing properties .
DISADVANTAGES
 Very sensitive with water content in the mixture .
 Difficult to place and finish because of the porosity and
angularity of the aggregate .
 In some mixes the cement mortar may separate the aggregate
and float towards the surface .
 Mixing time is longer than conventional concrete to assure
proper mixing .
AIR ENTRAINED
CONCRETE
PREPARATION
 It is prepared by adding the air entraining admixture.
 Air entraining agents / admixtures are used for the purpose
of making entrained air in concrete.
 Due to entrained air , bubbles having diameter ranges from
10 to 1000 micrometers are produced .
FUNCTIONS
Air entrainment in concrete performs the following functions :
 It lowers the surface tension of water and thus bubbles are created.
 Secondly the air entraining agents prevents fusing of bubbles.
METHODS OF
PRODUCING AERATION
 Gas concrete :
It is obtained by a chemical reaction of generating
a gas in the fresh mortar , so that when it sets it contains a large
number of gas bubbles .
 Foamed concrete :
It is formed by adding a foaming agent to the mix.
PROPERTIES
 Durable .
 Low thermal conductivity .
 Better fire resistance .
 Good resistance to frost .
 Reduced segregation
USE
 Heat insulation .
 Fire proofing .
 It is used where concrete is subjected to freezing and thawing
.

Light weight concrete

  • 2.
    LIGHT WEIGHT CONCRETE The concrete which has considerably lower mass per unit volume than the ordinary concrete is called light weight concrete .  It is often made by the use of light weight aggregates due to which it is also known as light weight aggregate concrete.
  • 3.
    CHARACTERISTICS  Density :240 - 1820 kg/m^3  Strength : 7 - 40 MPa  Satisfactory durability  Improved workability  Good thermal insulation  Better water absorption
  • 4.
    COMPARISON WITH ORDINARY CONCRETE Exhibits higher moisture movement as compared to ordinary concrete.  Coefficient of thermal expansion is generally much lower than ordinary concrete .  Exhibits higher fire resistance property than the ordinary concrete .  Better resistance to freeze and thaw .  Expensive than ordinary concrete .
  • 5.
    USES This type ofconcrete is used in applications such as :  prestressed concrete .  high rise buildings .  where extra load is not applied .  to reduce dead load .  for sound proofing .
  • 6.
    ADVANTAGES  Rapid andrelatively simple construction .  Economical in terms of transportation .  Significant reduction in overall weight results in saving structural frames , footing or piles .  Most of the light weight concrete have better nailing and sawing properties .
  • 7.
    DISADVANTAGES  Very sensitivewith water content in the mixture .  Difficult to place and finish because of the porosity and angularity of the aggregate .  In some mixes the cement mortar may separate the aggregate and float towards the surface .  Mixing time is longer than conventional concrete to assure proper mixing .
  • 8.
  • 9.
    PREPARATION  It isprepared by adding the air entraining admixture.  Air entraining agents / admixtures are used for the purpose of making entrained air in concrete.  Due to entrained air , bubbles having diameter ranges from 10 to 1000 micrometers are produced .
  • 10.
    FUNCTIONS Air entrainment inconcrete performs the following functions :  It lowers the surface tension of water and thus bubbles are created.  Secondly the air entraining agents prevents fusing of bubbles.
  • 11.
    METHODS OF PRODUCING AERATION Gas concrete : It is obtained by a chemical reaction of generating a gas in the fresh mortar , so that when it sets it contains a large number of gas bubbles .  Foamed concrete : It is formed by adding a foaming agent to the mix.
  • 12.
    PROPERTIES  Durable . Low thermal conductivity .  Better fire resistance .  Good resistance to frost .  Reduced segregation
  • 13.
    USE  Heat insulation.  Fire proofing .  It is used where concrete is subjected to freezing and thawing .