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UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
Suppose, the length and height of
the 4 inches wall = 10 feet
It is assumed that in a 4 inches
brick wall, total numbers of
required bricks = 500
It is known that in one bag
cement, the total numbers of
bricks = 250 (for 4 inches wall)
The thickness of mortar = ½ inch.
Rs. 350/- to 500/-
 The word cement has
come from the roman
word ‘OPUS
CAEMENTICIUM
 A cement is a binder, a
chemical substance used
for construction that sets,
hardens, and adheres to
other materials to bind
them together.
Before the 18th
century
• Cement made with lime, sand, and
gravel was used.
• Examples: Dome of Pantheon of
Rome, Baths of Caracalla
18th, 19th, and 20th centuries
• Portland cement patented by Joseph
Aspdin
• Blend of Rosendale and synthetic
cement
21
st century and
future…
• OPC most common. Base of
concrete, mortar, grout
• Green Cement made by recycled coal,
ash, bio-mass, mine tailings, etc.
Physical
 Gives strength to masonry
 Excellent binding material
 Easily workable
 Stiffens early
 Possesses good plasticity
 Offers good resistance to
the moisture
 Fineness
 Soundness
 Alumia: Iron oxide ≥ 0.66
 0.66≤Lime saturation
factor ≤1.02
 Sulphur content ≤ 2.75 %
 Wt. of insoluble residue ≤
1.5%
Chemical
 It is quite important to
maintain the composition
of cement because all the
functions of every type of
cement depends on
individual quantity of
every component.
LIME
62-72%
SILICA
17-25%
ALUMINA 3-8%
SULPHUR 1-3 %
ALKALIES
0.2-1 %
MAGNESIA 1-3 %
IRON OXIDE
3 – 4 %
CALCIUM SULPHATE
3-4%
•Controls strength and
soundness
LIME (CaO)
•Gives strength, excess
quantity causes quick setting
•Quick setting, excess lowers
strength
SILIC
A
(SiO2
)
Alumina
(Al2
O3
)
•Form of Gypsum. It increases the
initial setting time.
Calcium Sulphate
(Ca SO4
)
•Imparts color, hardness & strength
helps in fusion of ingredients
IRON OXIDE
(Fe2
O3
)
•In small amount imparts color and
hardness, excess causes cracking
Magnesium
Oxide (MgO)
•It makes the cement
sound.
Sulphur
Trioxide (SO3
)
•It makes the cement
sound.
Alkalies
Demerits Merits
The chemical reaction which takes place between cement
and water is known as hydration of cement.
This reaction is exothermic in nature, which means heat
is released during the reaction, and the evolved heat is
called as heat of hydration.
Hydration of cement
Hence, it binds the
aggregates together.
Anhydrous cement
(unhydrated cement)
does not bind with
fine or coarse
aggregates. Adhesive
property is gained by
cement only after
hydration.
UNIT 1 - Cement types basics properties  n
Limestone is
brought
from mines
Limestone
is crushed
Some
additives
are added at
this stage
Mixture is
grinded to
form
homogeneous
mixture
Formation of
clinker at high
temperature
Suitable are
additives are
added and again
grinded
This
yields
cement
Manufacturing of cement
UNIT 1 - Cement types basics properties  n
MIXING OF RAW MATERIALS
BURNING
GRINDING
CEMENT IS PRODUCED &
SENT FOR PACKING
Manufacture of Ordinary cement
Limestone or Chalk & Clay is mixed either by dry or
wet condition. Which is otherwise known as Dry or
Wet process.
Dry Process (Modern Technology)
Wet Process (Old Technology)
(1) MIXING OF RAW MATERIALS
(A) DRY PROCESS
In this process calcareous material such as lime stone
(calcium carbonate) and argillaceous material such as clay
are ground separately to fine powder in the absence of
water and then are mixed together in the desired
proportions. Water is then added to it for getting thick paste
and then its cakes are formed, dried and burnt in kilns. This
process is usually used when raw materials are very strong
and hard.
In this process, the raw materials are changed to powdered
form in the absence of water.
UNIT 1 - Cement types basics properties  n
(B) WET PROCESS:
In this process, the raw materials are changed to
powdered form in the presence of water.
In this process, raw materials are pulverized by using
a Ball mill, which is a rotary steel cylinder with
hardened steel balls. When the mill rotates, steel balls
pulverize the raw materials which form slurry (liquid
mixture). The slurry is then passed into storage tanks,
where correct proportioning is done.
Proper composition of raw materials can be ensured
by using wet process than dry process. Corrected
slurry is then fed into rotary kiln for burning.
(b) Wet Process: Continued------
This process is generally used when raw
materials are soft because complete mixing
is not possible unless water is added.
Actually the purpose of both processes is to
change the raw materials to fine powder.
Wet process is stopped and after 1980 Dry
process is followed.
UNIT 1 - Cement types basics properties  n
Burning & Grinding Operations
(2) Burning:
Corrected slurry is feed to rotary kiln, which
is a 150-500 feet long, 8-16 feet in diameter
and temperature arrangement is up to 1500-
1650 degree C. At this temperature slurry
losses moisture and forms into small lumps,
after that changes to clinkers. Clinkers are
cooled in another inclined tube similar to
kiln but of lesser length.
UNIT 1 - Cement types basics properties  n
(3) Grinding:
Now the final process is applied which is
grinding of clinker, it is first cooled down to
atmospheric temperature. Grinding of
clinker is done in large ball mill. After
proper grinding gypsum (Calcium sulphate
Ca SO4) 2-3 % is added for controlling the
setting time of cement.
Finally, fine ground cement is stored in
storage tanks from where it is drawn
for packing.
Vertical Section of Ball Mill
The Steel balls are
grounded and
crushed.
The crushed
material passes
through an inner
sieve plate and
collected from an
outlet.
• SHOULD BE FAVOURABLE AND
SUITABLE FOR THE SETTING AND
HARDENING
CLIMAT
E
• SHOULD BE EASILY AVAILABLE
AND ECONOMICAL
LABOU
R
• SHOULD BE NEAR . WILL DECREASE
COST OF TRANSPORT
MARKE
T
• EASILY AVAILABLE.
CONTINUOUSLY AVAILABLE
AROUND SITE.
RAW
MATERIALS
• EASILY AVIALBLE FOR RAW
MATERIALS AND FINISHED
MATERIALS.
TRANSPOR
T
 The Indian cement industry is
the 2nd largest market after
China accounting for about 8%
of the total global production.
 Housing sector is the biggest
demand driver of
cement(67%) followed
byinfrastructure (13%),
commercial construction
(11%) and industrial
construction (9%).
 Andhra Pradesh is the largest
producer of cement in India
followed by Rajasthan and Tamil
Nadu.
 SATNA, cement city, in MP, is in the
limestone belts of India. As a result,
it contributes around 8%–9% of
India's total cement production.
 India is producing different varieties
of cement like ordinary Portland
cement, Oil well cement, sulphate
resisting cement, white cement etc.
Production of these varieties conform
to BIS standards.
• UNIFORM
• GREENISH GREY
COLOR
• FEEL SMOOTH. IF ROUGH; ADULTERATION OF SAND
• HAND IN BAG SHOULD FEEL COOL NOT WARM
• EARTHY SMELL IF TOO MUCH CLAY OR SILT
ADULTERANT
• SHOULD BE FREE FROM ANY HARD LUMPS
PHYSICAL
PROPERTIE
S
• Thick paste of cement made on thick glass and kept
underwater for 1 day. Should set and not crack!
STRENGT
H
https://www.youtube.com/watch?v=6V8Yc0ulVO8
LABORATORY TEST FOR CEMENT
❑ Fineness Test,
❑ Consistency test
❑ Setting Time Test
❑ Compressive strength test
❑ Soundness Test
(1) Fineness Test:
This test is carried out to find proper grinding of cement.
The fineness is tested by:
By Sieve analysis:
Break with hands any lumps present in 100 grams of cement placed
in IS sieve No.9 and sieve it by gentle motion of the wrist for 15
minutes continuously. The residue when weighed should not exceed
10 percent by weight of the cement sample.
https://www.youtube.com/watch?v=eP8_yrP8xc0
(2) Consistency Test :
This test is performed to determine the amount of water content required
to produce cement paste to produce a cement paste of standard or normal
consistency.
Vicat apparatus is used for performing this test.
• 300 g of cement is mixed with 25 per cent water.
• The paste is filled in the mould of Vicat’s
apparatus and the surface of the filled paste is
smoothened and levelled.
• A square needle 10 mm x 10 mm attached to
the plunger is then lowered gently over the cement
paste surface and is released quickly. The plunger
pierces the cement paste.
• After releasing wait for min 3 sec to take
reading.
• Penetration result reading is noted.
• Penetration b/t 5mm to 7 mm from bottom of
the mold. The amount of water added is considered
to be the correct percentage of water for normal
consistency.
https://www.youtube.com/wat
ch?v=YphaFzfiNMg
The term setting implies solidification of the cement paste.
The initial setting time
The time taken by the paste to stiffen to such an extent that the Vicat’s
needle is not permitted to move down through the paste to within 5 ± 0.5
mm measured from the bottom of the mould.
The final setting time
The time after which the paste becomes so hard that the angular attachment
to the needle, under standard weight, fails to leave any mark on the
hardened concrete.
• When water is added to cement, the resulting paste starts to stiffen and gain strength and
lose the consistency simultaneously.
• Initial and final setting times may be regarded as the two stiffening states of the cement.
• The beginning of solidification, called the initial set, marks the point in time when the paste
has become unworkable.
• The time taken to solidify completely marks the final set, which should not be too long in
order to resume construction activity within a reasonable time after the placement of
concrete.
(3) Setting Time Test:
https://www.youtube.com/watch?v=qYIh43yzBWQ
(4) Compressive Strength test of Cement:
This test is very important to determine the compressive strength.
In this test, three moulds of (face area 50 cm2) are prepared and cured under
standard temperature conditions and each cube tested by placing it between
movable jaws of the compressive strength testing machine. The rate of
increasing load is zero in the beginning and varies at 350 kg/cm2 per minute. The
load at which the cube gets fractured divided by the cross sectional area of the
cube, is the compressive strength of the cube.
The average of the compressive strengths of three cubes is the required
compressive strength of the cement sample.
The purpose of this test is to detect the presence of excess lime in cement.
Soundness of cement may be tested by Le- Chatelier method.
It is a very important test to assure the quality of cement since an unsound cement produces
cracks, distortion and disintegration, ultimately leading to failure.
(5) Soundness
Test:
The mould is placed on a glass sheet and is filled with
neat cement paste formed by gauging 100 g cement
with 0.78 times the water required to give a paste of
standard consistency.
The mould is covered with a glass sheet and a small
weight is placed on the covering glass sheet.
The mould is then submerged in the water at
temperature of 27°-32°C.
After 24 hours, the mould is taken out and the
distance separating the indicator points is measured.
The mould is again submerged in water.
The water is now boiled for 3 hours.
The mould is removed from water and is cooled down.
The distance between the indicator points is
measured again.
The difference between the two measurements
represents the unsoundness of cement. This should
not exceed more than 10mm.
https://www.youtube.com/watch?v=je5ztHs9tII
TYPES OF CEMENT
1. ACID RESISTANT CEMENT:
• Used in chemical industry for acid and heat resistance
coating of installations.
• It is not water resistant and fails when attacked by water.
• Linseed oil is added to increase resistance to water.
2. BLAST FURNACE CEMENT:
• Slag obtained from blast furnace is used.
• Slag from manufacture of pig iron.
• Not suitable in dry arid zones.
• Requires longer curing period
• Cement is durable.
3. COLOURED CEMENT:
• Used for finishing if floors, artificial marble, window sill,
stair treads.
• Mixing mineral pigments with ordinary cement.
4.HIGH ALUMINA CEMENT:
• Sets soon & high strength
• Can withstand high temperature
• Resist acids.
5. POZZOLANA CEMENT:
• It has good compressive strength.
• Resist action of sulphates to certain extent.
• Less heat during setting
• Watertight and cheap
• Used in marine structures, sewage works, canals &
dams, bridge piers & structures near sea shore.
6. QUICK SETTING CEMENT:
• Setting action in 5 mins.
• Becomes hard like stone in less than 30 mins
• Used with concrete under static water or running
water.
7. RAPID HARDENING CEMENT:
• Same as ordinary cement
• High strength in early days
• Construction can be carried quickly.
• Formwork can be removed earlier.
• Not damaged easily.
• Short curing period.
8. WHITE CEMENT:
• High strength
• Aesthetic value
• Used in swimming pools, sculptures, etc
• Used for fixing marbles and tiles.
9. SULPHATE RESISTING CEMENT:
• Ordinary cement is subject to attack of
sulphate.
• Used for foundations/basements where soil
contains sulphates
• Marine construction
• Pile fabrication in marshy or sulphate bearing
soils.
• Canal linings, culverts etc
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n
To understand sand and
cement required for plastering
we should remember: The ratio
of cement and sand should be
1:5.
UNIT 1 - Cement types basics properties  n
UNIT 1 - Cement types basics properties  n

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UNIT 1 - Cement types basics properties n

  • 3. Suppose, the length and height of the 4 inches wall = 10 feet It is assumed that in a 4 inches brick wall, total numbers of required bricks = 500 It is known that in one bag cement, the total numbers of bricks = 250 (for 4 inches wall) The thickness of mortar = ½ inch. Rs. 350/- to 500/-
  • 4.  The word cement has come from the roman word ‘OPUS CAEMENTICIUM  A cement is a binder, a chemical substance used for construction that sets, hardens, and adheres to other materials to bind them together.
  • 5. Before the 18th century • Cement made with lime, sand, and gravel was used. • Examples: Dome of Pantheon of Rome, Baths of Caracalla 18th, 19th, and 20th centuries • Portland cement patented by Joseph Aspdin • Blend of Rosendale and synthetic cement 21 st century and future… • OPC most common. Base of concrete, mortar, grout • Green Cement made by recycled coal, ash, bio-mass, mine tailings, etc.
  • 6. Physical  Gives strength to masonry  Excellent binding material  Easily workable  Stiffens early  Possesses good plasticity  Offers good resistance to the moisture  Fineness  Soundness  Alumia: Iron oxide ≥ 0.66  0.66≤Lime saturation factor ≤1.02  Sulphur content ≤ 2.75 %  Wt. of insoluble residue ≤ 1.5% Chemical
  • 7.  It is quite important to maintain the composition of cement because all the functions of every type of cement depends on individual quantity of every component. LIME 62-72% SILICA 17-25% ALUMINA 3-8% SULPHUR 1-3 % ALKALIES 0.2-1 % MAGNESIA 1-3 % IRON OXIDE 3 – 4 % CALCIUM SULPHATE 3-4%
  • 8. •Controls strength and soundness LIME (CaO) •Gives strength, excess quantity causes quick setting •Quick setting, excess lowers strength SILIC A (SiO2 ) Alumina (Al2 O3 ) •Form of Gypsum. It increases the initial setting time. Calcium Sulphate (Ca SO4 )
  • 9. •Imparts color, hardness & strength helps in fusion of ingredients IRON OXIDE (Fe2 O3 ) •In small amount imparts color and hardness, excess causes cracking Magnesium Oxide (MgO) •It makes the cement sound. Sulphur Trioxide (SO3 ) •It makes the cement sound. Alkalies
  • 11. The chemical reaction which takes place between cement and water is known as hydration of cement. This reaction is exothermic in nature, which means heat is released during the reaction, and the evolved heat is called as heat of hydration. Hydration of cement Hence, it binds the aggregates together. Anhydrous cement (unhydrated cement) does not bind with fine or coarse aggregates. Adhesive property is gained by cement only after hydration.
  • 13. Limestone is brought from mines Limestone is crushed Some additives are added at this stage Mixture is grinded to form homogeneous mixture Formation of clinker at high temperature Suitable are additives are added and again grinded This yields cement Manufacturing of cement
  • 15. MIXING OF RAW MATERIALS BURNING GRINDING CEMENT IS PRODUCED & SENT FOR PACKING
  • 16. Manufacture of Ordinary cement Limestone or Chalk & Clay is mixed either by dry or wet condition. Which is otherwise known as Dry or Wet process. Dry Process (Modern Technology) Wet Process (Old Technology) (1) MIXING OF RAW MATERIALS
  • 17. (A) DRY PROCESS In this process calcareous material such as lime stone (calcium carbonate) and argillaceous material such as clay are ground separately to fine powder in the absence of water and then are mixed together in the desired proportions. Water is then added to it for getting thick paste and then its cakes are formed, dried and burnt in kilns. This process is usually used when raw materials are very strong and hard. In this process, the raw materials are changed to powdered form in the absence of water.
  • 19. (B) WET PROCESS: In this process, the raw materials are changed to powdered form in the presence of water. In this process, raw materials are pulverized by using a Ball mill, which is a rotary steel cylinder with hardened steel balls. When the mill rotates, steel balls pulverize the raw materials which form slurry (liquid mixture). The slurry is then passed into storage tanks, where correct proportioning is done. Proper composition of raw materials can be ensured by using wet process than dry process. Corrected slurry is then fed into rotary kiln for burning.
  • 20. (b) Wet Process: Continued------ This process is generally used when raw materials are soft because complete mixing is not possible unless water is added. Actually the purpose of both processes is to change the raw materials to fine powder. Wet process is stopped and after 1980 Dry process is followed.
  • 22. Burning & Grinding Operations
  • 23. (2) Burning: Corrected slurry is feed to rotary kiln, which is a 150-500 feet long, 8-16 feet in diameter and temperature arrangement is up to 1500- 1650 degree C. At this temperature slurry losses moisture and forms into small lumps, after that changes to clinkers. Clinkers are cooled in another inclined tube similar to kiln but of lesser length.
  • 25. (3) Grinding: Now the final process is applied which is grinding of clinker, it is first cooled down to atmospheric temperature. Grinding of clinker is done in large ball mill. After proper grinding gypsum (Calcium sulphate Ca SO4) 2-3 % is added for controlling the setting time of cement. Finally, fine ground cement is stored in storage tanks from where it is drawn for packing.
  • 26. Vertical Section of Ball Mill The Steel balls are grounded and crushed. The crushed material passes through an inner sieve plate and collected from an outlet.
  • 27. • SHOULD BE FAVOURABLE AND SUITABLE FOR THE SETTING AND HARDENING CLIMAT E • SHOULD BE EASILY AVAILABLE AND ECONOMICAL LABOU R • SHOULD BE NEAR . WILL DECREASE COST OF TRANSPORT MARKE T • EASILY AVAILABLE. CONTINUOUSLY AVAILABLE AROUND SITE. RAW MATERIALS • EASILY AVIALBLE FOR RAW MATERIALS AND FINISHED MATERIALS. TRANSPOR T
  • 28.  The Indian cement industry is the 2nd largest market after China accounting for about 8% of the total global production.  Housing sector is the biggest demand driver of cement(67%) followed byinfrastructure (13%), commercial construction (11%) and industrial construction (9%).
  • 29.  Andhra Pradesh is the largest producer of cement in India followed by Rajasthan and Tamil Nadu.  SATNA, cement city, in MP, is in the limestone belts of India. As a result, it contributes around 8%–9% of India's total cement production.  India is producing different varieties of cement like ordinary Portland cement, Oil well cement, sulphate resisting cement, white cement etc. Production of these varieties conform to BIS standards.
  • 30. • UNIFORM • GREENISH GREY COLOR • FEEL SMOOTH. IF ROUGH; ADULTERATION OF SAND • HAND IN BAG SHOULD FEEL COOL NOT WARM • EARTHY SMELL IF TOO MUCH CLAY OR SILT ADULTERANT • SHOULD BE FREE FROM ANY HARD LUMPS PHYSICAL PROPERTIE S • Thick paste of cement made on thick glass and kept underwater for 1 day. Should set and not crack! STRENGT H https://www.youtube.com/watch?v=6V8Yc0ulVO8
  • 31. LABORATORY TEST FOR CEMENT ❑ Fineness Test, ❑ Consistency test ❑ Setting Time Test ❑ Compressive strength test ❑ Soundness Test
  • 32. (1) Fineness Test: This test is carried out to find proper grinding of cement. The fineness is tested by: By Sieve analysis: Break with hands any lumps present in 100 grams of cement placed in IS sieve No.9 and sieve it by gentle motion of the wrist for 15 minutes continuously. The residue when weighed should not exceed 10 percent by weight of the cement sample. https://www.youtube.com/watch?v=eP8_yrP8xc0
  • 33. (2) Consistency Test : This test is performed to determine the amount of water content required to produce cement paste to produce a cement paste of standard or normal consistency. Vicat apparatus is used for performing this test. • 300 g of cement is mixed with 25 per cent water. • The paste is filled in the mould of Vicat’s apparatus and the surface of the filled paste is smoothened and levelled. • A square needle 10 mm x 10 mm attached to the plunger is then lowered gently over the cement paste surface and is released quickly. The plunger pierces the cement paste. • After releasing wait for min 3 sec to take reading. • Penetration result reading is noted. • Penetration b/t 5mm to 7 mm from bottom of the mold. The amount of water added is considered to be the correct percentage of water for normal consistency. https://www.youtube.com/wat ch?v=YphaFzfiNMg
  • 34. The term setting implies solidification of the cement paste. The initial setting time The time taken by the paste to stiffen to such an extent that the Vicat’s needle is not permitted to move down through the paste to within 5 ± 0.5 mm measured from the bottom of the mould. The final setting time The time after which the paste becomes so hard that the angular attachment to the needle, under standard weight, fails to leave any mark on the hardened concrete. • When water is added to cement, the resulting paste starts to stiffen and gain strength and lose the consistency simultaneously. • Initial and final setting times may be regarded as the two stiffening states of the cement. • The beginning of solidification, called the initial set, marks the point in time when the paste has become unworkable. • The time taken to solidify completely marks the final set, which should not be too long in order to resume construction activity within a reasonable time after the placement of concrete. (3) Setting Time Test: https://www.youtube.com/watch?v=qYIh43yzBWQ
  • 35. (4) Compressive Strength test of Cement: This test is very important to determine the compressive strength. In this test, three moulds of (face area 50 cm2) are prepared and cured under standard temperature conditions and each cube tested by placing it between movable jaws of the compressive strength testing machine. The rate of increasing load is zero in the beginning and varies at 350 kg/cm2 per minute. The load at which the cube gets fractured divided by the cross sectional area of the cube, is the compressive strength of the cube. The average of the compressive strengths of three cubes is the required compressive strength of the cement sample.
  • 36. The purpose of this test is to detect the presence of excess lime in cement. Soundness of cement may be tested by Le- Chatelier method. It is a very important test to assure the quality of cement since an unsound cement produces cracks, distortion and disintegration, ultimately leading to failure. (5) Soundness Test: The mould is placed on a glass sheet and is filled with neat cement paste formed by gauging 100 g cement with 0.78 times the water required to give a paste of standard consistency. The mould is covered with a glass sheet and a small weight is placed on the covering glass sheet. The mould is then submerged in the water at temperature of 27°-32°C. After 24 hours, the mould is taken out and the distance separating the indicator points is measured. The mould is again submerged in water. The water is now boiled for 3 hours. The mould is removed from water and is cooled down. The distance between the indicator points is measured again. The difference between the two measurements represents the unsoundness of cement. This should not exceed more than 10mm. https://www.youtube.com/watch?v=je5ztHs9tII
  • 38. 1. ACID RESISTANT CEMENT: • Used in chemical industry for acid and heat resistance coating of installations. • It is not water resistant and fails when attacked by water. • Linseed oil is added to increase resistance to water. 2. BLAST FURNACE CEMENT: • Slag obtained from blast furnace is used. • Slag from manufacture of pig iron. • Not suitable in dry arid zones. • Requires longer curing period • Cement is durable. 3. COLOURED CEMENT: • Used for finishing if floors, artificial marble, window sill, stair treads. • Mixing mineral pigments with ordinary cement. 4.HIGH ALUMINA CEMENT: • Sets soon & high strength • Can withstand high temperature • Resist acids.
  • 39. 5. POZZOLANA CEMENT: • It has good compressive strength. • Resist action of sulphates to certain extent. • Less heat during setting • Watertight and cheap • Used in marine structures, sewage works, canals & dams, bridge piers & structures near sea shore. 6. QUICK SETTING CEMENT: • Setting action in 5 mins. • Becomes hard like stone in less than 30 mins • Used with concrete under static water or running water. 7. RAPID HARDENING CEMENT: • Same as ordinary cement • High strength in early days • Construction can be carried quickly. • Formwork can be removed earlier. • Not damaged easily. • Short curing period.
  • 40. 8. WHITE CEMENT: • High strength • Aesthetic value • Used in swimming pools, sculptures, etc • Used for fixing marbles and tiles. 9. SULPHATE RESISTING CEMENT: • Ordinary cement is subject to attack of sulphate. • Used for foundations/basements where soil contains sulphates • Marine construction • Pile fabrication in marshy or sulphate bearing soils. • Canal linings, culverts etc
  • 50. To understand sand and cement required for plastering we should remember: The ratio of cement and sand should be 1:5.