The document discusses concrete as a building material. It defines concrete as a mixture of binding material, coarse aggregate, fine aggregate, and water. It then discusses the different types and classifications of concrete based on binding material, design, and purpose of use. The key types discussed are cement concrete, lime concrete, reinforced cement concrete, plain concrete, and pre-stressed concrete. It also discusses reinforced concrete (RCC), proportions of concrete mixes for different works, and the importance of curing concrete.

1. Concrete as Building
Material
LECTURE # 5

2. Concrete
 Concrete is a mixture of binding material, coarse aggregate, fine aggregate and
water in suitable proportion. Concrete is a versatile construction material: it is plastic
and malleable when newly mixed, yet strong and durable when hardened.
 Usually, cement or lime is used as binding material.
 Aggregates are inert granular materials such as sand, gravel, or crushed stone that,
along with water and Portland cement, are an essential ingredient in concrete.
 Aggregates, which account for 60 to 75 percent of the total volume of concrete,
are divided into two distinct categories--fine and coarse.
 For a good concrete mix, aggregates need to be clean, hard, strong particles free
of absorbed chemicals or coatings of clay and other fine materials that could
cause the deterioration of concrete.
 Fine aggregate are basically sands won from the land or the marine environment.
Fine aggregates generally consist of natural sand or crushed stone with most
particles passing through a 9.5mm sieve.
 Coarse aggregates are particles greater than 4.75mm, but generally range
between 9.5mm to 37.5mm in diameter. They can either be from Primary,
Secondary or Recycled sources.

3. Types of Concrete
 Concrete can be classified in following categories;
1. Concrete can be classified according to binding material used
2. Concrete can be classified according to its design
3. Concrete can be classified according to purpose of use.
 Classification based on Binding Material
1. Cement Concrete: The concrete consist of cement sand and coarse
aggregate mixed in a suitable proportion in additive to water is called cement
concrete.
Cement is used as a binding material, sand as fine aggregate and shingle gravel,
broken brick and crushed stone are used as coarse aggregate.
This type of concrete is used where strength and durability are of prime importance

4. 2. Lime Concrete: The concrete consisting of lime, coarse aggregate and fine
aggregate mixed in suitable proportion in additive to water is called lime concrete.
In this type of concrete lime is generally used as a binding material; sand, cinders and
surkhi are used as fine aggregate and broken bricks and broken stones etc. as coarse
aggregate. This concrete has less strength but cheaper than cement concrete.
It is generally used for the sake of economy in foundation works, under floors, over roofs
and where cement is not easily or cheaply available in required quantity.
 Classification of Concrete According to Design
According to design of concrete it is classified in to three categories
1. Reinforced Cement Concrete: The cement concrete in which
reinforcement is embedded in form of round bars 6mm to 32mm Dia or mesh of steel
rods is known as RCC. This type of concrete is equally strong in taking tensile stresses,
Compressive and shear stresses.
RCC is commonly used for construction of slab, lintel, beams, columns, footings etc.

5. 2. Plain Concrete: The concrete in which no reinforcement is provided is called
plain cement concrete or mass cement concrete. This type of concrete is strong
in taking compressive stresses but is weak in taking tensile or shear stresses.
Plain cement is commonly used for foundation work or floorings of building.
3. Pre-Stressed cement concrete: The type of concrete in which high
compressive stresses are artificially induced before their actual use is called pre
stresses.
In this type of cement concrete steel bars are induced to pre tensioning before
placing the concrete and the reinforcement is released after final setting of concrete.
This type of concrete can take up high compressive and tensile stresses without the
development of cracks.
It is used where high stresses develop.

6.  Classification According to purpose:
According to purpose concrete is classified into six categories
1. Vacuum Concrete: The cement concrete from which excessive water and
entrained air is sucked out by means of suction pump is called vacuum concrete.
The removal of excess water after placing it help in increasing the strength of
concrete by 15 to 20 %.
This concrete is used for all RCC work for better results.
2. Air entrained concrete: The cement concrete prepared by mixing
aluminum in it is called air entrained concrete, cellular/aerated concrete. This
concrete is light in weight and spongy in structure. This concrete is used in roofs for
heat and sound insulation purpose.
3. Light Weight Concrete: The concrete prepared by using coke breeze,
cinder or slag as coarse aggregate is called light weight concrete. This concrete is
light in weight and possesses heat insulating properties. It is used in making precast
structural units for partition and wall lining.

7. 4. Sawdust Concrete: The concrete prepared by mixing Portland cement
with sawdust in specified proportions in addition to water is called sawdust
concrete, This concrete expands when it becomes wet and contracts when dry.
This concrete is used as a heat or sound insulating material
5. High early strength concrete: The concrete in which high early strength
cement is used is called high early strength concrete. This concrete sets and
hardens quickly as compared to ordinary cement concrete. This type of concret
is used in construction work especially in cold weather.
6. White and Colored Concrete: The concrete in which white or colored
cement is used along with colored aggregate is call color concrete or color
crete. This type is used for decorative purpose of floorings , skirting, walls, etc.

8. RCC
 RCC is concrete that contains steel bars, called reinforcement bars, or rebars. This
combination works very well, as concrete is very strong in compression, easy to
produce at site, and inexpensive, and steel is very very strong in tension.
 To make reinforced concrete, one first makes a mould, called formwork, that will
contain the liquid concrete and give it the form and shape we need. Then one
looks at the structural engineer's drawings and places in the steel reinforcement
bars, and ties them in place using wire. The tied steel is called a reinforcement
cage.
 Once the steel is in place, one can start to prepare the concrete, by mixing
cement, sand, stone chips in a range of sizes, and water in a cement mixer, and
pouring in the liquid concrete into the formwork tilll exactly the right level is
reached.
 The concrete will become hard in a matter of hours, but takes a month to reach its
full strength.

9. Proportions of Concrete
Description of Work Recommended proportion
Retaining structures, piles, precast
work
1:1.5:3
RCC beams slabs, columns, road
pavements
1:2:4
Foundations for building, Mass
RCC works
1:3:6
For mass concrete works 1:4:8

10. Curing of Concrete
 Curing is the process in which the concrete is protected from loss of moisture and
kept within a reasonable temperature range.
 The result of this process is increased strength and decreased permeability.
 Curing is also a key player in mitigating cracks in the concrete, which severely
impacts durability