Advantages of light weight concrete
• Reduction in weight on foundation
• Low thermal conductivity
• Use of industrial waste
• Low haulage and handling cost
• Increase in the speed of construction
Method of production
No fine concrete
|
Light weight aggregate concrete
|
Aerated concrete
| |
Chemical aerating
|
Foaming mixture
| ||
a) Gravel
b) Crushed stone
c) Coarse clinker
d) Sintered
pulverized ash
e) Expanded clay
or shale
f) Expanded slate
g) Foamed slag
|
a) Clinker
b) Foamed slag
c) Expanded clay
or shale
d) Expanded slate
e) Sintered
pulverized ash
f) Exfoliated
vermiculite
g) Pumice
h) Expanded
perlite
|
a) Aluminum
powder method
b) Hydrogen
peroxide and
bleaching powder
method
|
a) Performed foam
b) Air entrained
foam
|
Light weight aggregate concrete
Natural
1. Pumice
2. Diatomite
3. Scoria
4. Volcanic cinders
5. Saw dust
6. Rice husk
Artificial
1. Artificial cinders, Coke breeze
2. Foamed slag
3. Bloated clay
4. Brick bats
5. Sintered fly ash
6. Exfoliated vermiculite
7. Expanded perlite
Properties of light weight aggregate concrete
• Density
• Strength
• Workability
• High and rapidly absorption quality
• Permeability
• Durability
• Thermal conductivity
Typical properties of light weight concrete
Type of concrete
|
Density of aggregate in Kg/m3
|
Mix proportion by volume cement: aggregate
|
Dry density of concrete in Kg/m3
|
Compressive strength in N/mm2
|
Foamed slag
|
900
|
1:8
1:6
|
1700
1850
|
7
21
|
Expanded clay
|
100
|
1:11
1:6
|
650-1000
1100
|
3-4
14
|
Expanded slate
|
950
|
1:6
1:4.5
|
1700
1750
|
28
35
|
Sintered fly ash
|
1050
|
1:6
1:4.5
1:3.5
|
1450
1500
1550
|
28
36
41
|
Pumice
|
500-800
|
1:6
1:4
1:2
|
1200
1250
1450
|
14
19
29
|
Exfoliated vermiculite
|
65-130
|
1:6
|
300-500
|
2
|
Aerated concrete
• By formation of gas by chemical reaction within the mass during liquid or plastic state
• By mixing preformed stable foam with slurry
• By adding aluminium powder or hydrogen peroxide and bleaching powder
• Density 300 to 800 Kg/m3
• Prefabricated structures and making concrete blocks for load bearing wall.
No Fine concrete
• Aggregate cement ratio 6:1 to 10:1
• W/C ratio 0.38 to 0.52
• Density 1600 to 1900 Kg/m3
• Compressive strength varies from 2 to 14 N/mm2
• Very low bond strength
• Easy compaction
• Drying shrinkage is low
• Low thermal conductivity
Pervious Concrete Pavements
• Pervious concrete pavement is a unique and effective means to meet growing environmental demands.
• Pervious concrete is a mixture of Portland cement, Coarse aggregates, water. sand is not added.
• Pervious concrete mass consists of an interconnected void structure. This allows water to seep through at very high speeds.
• As there is no fine aggregate, void space is between 15-30%.
Ferro cement
• 0.5 to 2.5 mm dia wire mesh at 6 to 75 mm spacing
• Cement sand ratio 1:2 to 1:3
• W/C ratio 0.4 to 0.45
• Thickness 20 to 30 mm with cover of about 2 to 5 mm
• Steel content 350 to 500 Kg/m3 of concrete
• Saving in cement and steel
• Simplicity in construction
• Lesser dead weight of materials
• High tensile strength
• Less crack width as compared to CCC
• Easy reparirability
• Non corrosive nature and easier mouldability
Ferro cement and RCC members
Casting techniques
• Hand plastering
• Semi mechanized process ( Using hand plastering over form)
• Centrifuging
• Guniting
• Overhead water tank
• Gas holder tanks in Gobber gas plants
• Boat building
• Manhole cover
• Prefabricated roofs
• Pressure pipes
• Curved benches for parks garden and open air cinema theatre
• Tree guards
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