Cement:-
· Cement
is a most important binding material, which is used to bind the aggregates to
form the desired civil engineering structure.
· It mixed with fine aggregate (Sand) to form mortar or with fine
aggregate (sand) and coarse aggregate (gravel) to form concrete.
· If it is mixed with water it forms a
paste, Because of their hydrating properties, which gets hard to form a hard
and durable mass like a natural stone occurring at Portland in England that’s
why it is called Portland cement.
· It was invented by Joseph Aspdin of UK
in 1824.
· It is classified as – Hydraulic cement
and Non-hydraulic cement.
· Hydraulic
cement- it set and hardens due to chemical action of cement
with water known as hydration and the resultant stable product is water-resistant and also safe from chemical attack. eg- Portland cement.
· Non-hydraulic
cement- it is derived by calcination of limestone and
gypsum. Its hydrated product isn’t water-resistant. eg Plaster of Paris.
· Cement which is formed by grinding of
natural cement stones called natural cement. eg Roman cement, Puzzolana cement
and Medina cement.
· Cement which is formed artificially by
using Argillaceous and Calcareous materials.
Calcareous
materials |
Limestone,
Chalk, Marine shells |
Argillaceous
materials |
Shale and clay, Cement rock, Blast furnace slag, Marl |
Raw material composition:-
·
The relative proportions of the
compositions are responsible for various properties of cement.
·
The main constituents of cement are
Lime, Silica, Alumina, and Iron oxide.
·
The various chemical composition in cement
are -
Chemical |
Composition |
Average |
Function |
Lime
(CaO) |
60-65% |
63% |
Control
strength and soundness Deficiency- Reduce
strength and setting time Excess- Cause
unsoundness |
Silica
(SiO2) |
15-25% |
21% |
Gives
strength Excess- Cause slow
setting |
Alumina
(Al2O3) |
3-8% |
6% |
Cause
quick setting Excess- Lowers the
strength |
Iron
Oxide (Fe2O3) |
0.5-6% |
3% |
Gives
Colour Helps
in fusion of other ingredients |
Magnesia
(MgO) |
0.5-4% |
2% |
Impart
colour and hardness Excess- Cause cracks
and unsoundness |
Sulphur
trioxide (SO3) |
1-2% |
1.5% |
Makes
cement sound |
Soda
and/or Potash |
0.5-1% |
1% |
These
are residues Excess- Cause
efflorescence and crack |
· Alkalis present in the cement accelerate
the setting of cement paste.
· The variation in composition in cement
largely depends upon the ratio of CaO to SiO2 in raw materials.
· By regulating the ratio of SiO2 to
(Al2O3+Fe2O3), the rate of setting
of cement paste can be controlled.
· To control the development of
undesirable heat of hydration, Silica content is increased to about 21% and the
Alumina and Iron oxide is limited to 6% each.
· To make the cement sulphate resistant,
Silica content rise to 24% and the Alumina and Iron oxide is limited to 4%
each.
Chemical composition of cement:-
· Cement has four major chemical compounds
called Bague compound.
· Besides Bague compound, two minor
compounds are also formed K2O and Na2O, which takes part
in Alkali-Aggregate reaction.
· Ordinary Portland Cement (OPC) achieves its 70% of final strength in 28 days and about 90% of final strength in 1 year.r.
S.
No. |
Bague
compound |
Name |
Symbol |
Formula |
1 |
Tricalcium
silicate |
Alite |
C3S |
3CaO.SiO2 |
2 |
Dicalcium
silicate |
Belite |
C2S |
2CaO.SiO2 |
3 |
Tricalcium
aluminate |
Celite |
C3A |
3CaO.Al2O3 |
4 |
Tetracalcium
alumina ferrite |
Felite |
C4AF |
4CaO.Al2.Fe2O3 |
1. Tricalcium silicate:-
· It occurs in cement about 25-50% (Normally
40%)
· It is best cementing material.
· It is well-burnt cement.
· It hydrates rapidly, generating high heat
of hydration.
· It is responsible for early strength and
hardness (7 days of strength and hardness).
· It makes clinker easy to grind, increase
resistance to freezing and thawing.
· Increasing of C3S content
beyond limits increases the solubility of cement in water and also increases the heat of hydration.
· Heat of hydration is 500 J/gm.
2. Dicalcium silicate:-
· It occurs in cement about 20-40% (Normally
32%)
· It is responsible for ultimate strength
and hardness.
· It makes cement resistance to chemical attack.
· It has low rate of hydration, takes long
time to add to the strength (After one year or more).
· Increasing C2S content makes
clinker harder to grind, reduces early strength, and decrease the heat of hydration.
· It has very low strength at an early age
and after one year it has strength almost equal to the strength of C3S.
· Heat of hydration 260 J/gm
3. Tricalcium aluminate:-
· It occurs in cement about 5-12% (Normally
11%)
· It responsible for initial set.
· It has high heat of hydration
· It has greater tendency to volume change
which causing cracking.
· It rapidly reacts with water and is
responsible for Flash setting.
· Flash setting of C3A is
controlled by the addition of 2-3% of gypsum at the time of grinding of clinker.
· Increasing of C3A content
reducing the setting time, reducing the ultimate strength, and weakens
resistance to sulphate attack.
· Heat of hydration is 865 J/gm
4. Tetracalcium alumina ferrite:-
· It occurs in cement about 6-10% (Normally
9%)
· It is poorest cementing material.
· Increasing C4AF content
reduces strength.
· Heat of hydration is 420 J/gm.
Manufacturing of cement:-
- There are 4 stages of manufacturing
of cement-
1.
Crushing and grinding
the raw materials.
2.
Blending the materials
in the correct proportions.
3.
Burning the prepared
mix in a kiln.
4.
Grinding the burned
product (clinker) with gypsum.
- Raw Material for manufacturing of cement are-
Calcareous
materials |
Limestone,
Chalk, Marine shells |
Argillaceous
materials |
Shale
and clay, Cement rock, Blast furnace slag, Marl |
- Clay and Limestone are mixed
in the ratio of 1: 3 in grinded
form before feeding to kiln.
- During the manufacturing process,
Lime, silica, alumina, iron-oxide etc which are obtained from raw
material, combine to form bogue compound.
- There are two manufacturing process-
1.
Dry process
2.
Wet process
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