2. Mass Concreting
ACI Concrete technology defines Mass concrete as;
“Any volume of concrete in which a combination of
dimensions of the member being cast, the boundary
conditions can lead to undesirable thermal stresses,
cracking, deleterious chemical reactions, or reduction in
the long-term strength as a result of elevated concrete
temperature due to heat from hydration.”
4. Applications of Mass Concreting
In Columns and Foundations oh high rise buildings
Dams
Reservoirs
Retaining Walls
5. Mass Concreting
Mass concrete should be properly designed, placed,
and cured to obtain a durable structure. In mass
concrete work, the major problem is temperature
shrinkage.
Cracks my cause loss of structural Integrity,
excessive shrinkage, loss in durability.
6. Methods of Temperature Control
Use of low heat materials.
Pre-Cooling of concrete
Post Cooling of Concrete
Surface Insulation.
7. Methods of Temperature Control
Use of low heat materials.
• Select low heat of hydration cement.
• Use low cement content.
• Use of fly ash generates half as much heat as the
cement that it replaces and is often used at a
replacement rate of 15-25%.
• Ground granulated blast furnace can be used.
• Use large sized aggregates to reduce heat of
hydration.
8. Methods of Temperature Control
Pre cooling of Concrete.
• Use of chilled mix water. Sometimes mix water can
be replaced with ice.
• Efforts to cool aggregates have pronounced effects
on concrete temperature.
• Liquid Nitrogen can also be used to precool
concrete. But this method significantly increase the
cost of concrete.
9. Methods of Temperature Control
Post cooling of Concrete.
• Cooling pipes in mass concrete
are sometimes used to reduce
the maximum concrete
temperatures.
• This methods can have high
initial and operating costs.
• It is important to emphasize
again that significant thermal
and internal cracking can result
if post cooking is improperly
performed.
10. Methods of Temperature Control
Surface Insulation:
• Insulated formwork is often used to warm the
concrete surface and reduce the temperature
difference , which in turn minimizes the potential
of thermal cracking.
• Insulation often has to remain in place for longer
period of time.
• Removing it too soon can cause surface to cool
quickly and crack.
12. Pre-Stressed Concrete
In conventional reinforced concrete, the high tensile
strength of steel is combined with concrete's great
compressive strength to form a structural material that
is strong in both compression and tension.
The principle behind pre-stressed concrete is that
compressive stresses induced by high-strength steel
tendons in a concrete member before loads are applied
will balance the tensile stresses imposed in the member
during service.
13. Pre-Stressed Concrete
Pre-stressing removes a number of design limitations
conventional concrete places on span and load and
permits the building of roofs, floors, bridges, and walls
with longer unsupported spans.
This allows architects and engineers to design and build
lighter and shallower concrete structures without
sacrificing strength.
15. Methods of Pre-Stressing
Pre-Tensioning:
In the pre-tensioning process, the
steel is stretched before the concrete
is placed. High tensile steel wires or
tendons are used between two ends
and stretched to 70-80% of ultimate
strength.
After that, concrete is poured around
the tendons and allowed to cure. Once
the concrete gains the desired
strength, the stretching forces are
released.
When the highly stressed steel
attempts to contract, concrete gets
compressed and in a permanent state
of maintaining pre-stressed strength.
16. Methods of Pre-Stressing
Post-Tensioning:
In post tensioning, the steel is
stretched after the concrete hardens.
Post tensioning is carried out at the
project site.
Concrete is cast and allowed to cure.
When the concrete reaches its
required strength, tendons are
stretched.
The excess ends of tendons are cut
away.
Examples: Roads, Bridges, Railways,
Tunnels. Dams, Foundations,
Reservoirs,
17. Advantages of Pre-Stressed Concrete
• Consumption of materials like concrete, steel is reduced.
• Longer beam spans and girders can be constructed which
gives untroubled floor space.
• It has long term durability.
• Possibility of steel corrosion and subsequent concrete
deterioration is reduced because concrete is crack free.
• Pre-stressed concrete offers greater load resistance and
shock resistance.
• The compressive strength of concrete and tensile strength
of steel is used to their fullest.
18. Masonry Construction
• Masonry consists of building structures from single units
that are laid and bound together with mortar. Brick, stone
and concrete blocks are the most common materials used
in masonry construction.
19. Advantages of Masonry Construction
• Masonry is non-combustible, so improves fire protection for the building
and its occupants. Fireplaces are commonly made of masonry for the same
reason.
• Offers a high resistance against rotting, pests, weather, and natural
disasters such as hurricanes and tornadoes.
• Provide an attractive rustic or elegant look for a home or building,
depending on the material used and the workers’ expertise.
• Durable and resistant, masonry can withstand large amounts of
compressive weight loads.
• Masonry doesn’t rot, and insects such as ants and termites can’t destroy its
structure.
• Using this method in construction costs less in terms of labor and materials
as compared to using wood.
20. Disadvantages of Masonry Construction
• Masonry construction involves heavy materials such as bricks,
stone and concrete blocks. These cannot be transported in
conventional vehicles, and in some cases they must be ordered
from special catalogs, especially stones.
• The stability of masonry structures depends completely on their
foundation. If any settling of the foundation occurs, cracks are
likely and they must be repaired to prevent moisture infiltration
and damage.
• Masonry activities cannot be done during heavy rain or freezing
conditions, since mortar will be severely affected.
• Masonry construction requires a good amount of time and
adequate project planning. Depending on the type or masonry,
specialized manpower may be necessary.
21. Commonly Used Materials:
Brick Masonry:
Advantages:
• Brick masonry does not require highly skilled labor, since the shape
and size of the masonry units is uniform.
• Bricks are also lightweight (lower dead loads), easy to handle and
transport, and cheaper that stones and concrete blocks.
• Brick walls are thinner, and units can be adhered with different
types of mortar, depending on structural requirements.
22. Commonly Used Materials:
Brick Masonry:
Disadvantages:
• Bricks have a low resistance against tension and torsion loads,
making them more susceptible to seismic damage.
• Compared with stone and concrete blocks, bricks are also less
strong and durable, and limited in sizes and colors.
• Plasterwork is required as finishing, which raises
construction costs.
23. Commonly Used Materials:
Stone Masonry:
Advantages:
• Stone masonry is the most durable, strong and weather resistant.
• One of the main advantages of stone is its aesthetic look, with a
variety of colors, sizes and textures - the design possibilities are
endless.
• Stone masonry requires little maintenance and repairs.
24. Commonly Used Materials:
Stone Masonry:
Disadvantages:
• Stone walls are thick and heavy, reducing floor space.
• It also has a high self-weight, combined with low flexural strength,
tensile strength and seismic resistance.
• Stone masonry is time-consuming and it requires skilled workers,
since it cannot be altered, repaired or relocate easily.
25. Commonly Used Materials:
Concrete Block Masonry:
Advantages:
• Concrete blocks are resistant against weather, pests, mold, and
fire.
• Transporting concrete blocks can be quite expensive, but this
material can be found locally in most cases.
• Concrete blocks are available in many sizes, finishes and colors.
• These units can also be manufactured to meet any set project
requirements, and some concrete blocks are made using recycled
materials.
• Concrete blocks have good insulating properties against heat,
sound and moisture.
26. Commonly Used Materials:
Concrete Block Masonry:
Disadvantages:
• Large concrete blocks are heavy and difficult to handle, requiring
more manpower.
• Concrete blocks also increase the amount of steel required in
reinforced cement concrete structures.
• The price of concrete blocks can vary depending on the region,
cement costs and availability.
• Plumbing issues are harder to solve when they occur in a concrete
masonry structure, since they can cause internal flooding.
• An effective drainage system is very important when dealing with
concrete block masonry.
27. Stone Masonry:
Rock that is removed from its natural site and generally cut
or dressed and then finished for building purposes is called
stone and the art of building the structure with stones as
constructional units is called stone masonry.
Types of stone masonry:
• Rubble Masonry
• Ashlar Masonry
28. Stone Masonry:
Rubble Masonry:
The stone masonry in which either undressed or roughly dressed
stones are laid is called “Rubble Masonry”.
In this masonry, the joints of mortar are not of uniform
thickness,
The strength of rubble masonry depends on;
• Quality of mortar
• The proper filling of mortar between the spaces of stones.
30. Stone Masonry:
Ashlar Masonry:
The stone masonry in which finely dressed stones are laid in
cement or lime mortar, is known as ashlar mortar.
In this masonry, all joints are regular, thin and of uniform
thickness.
This type of masonry is costly in construction.
This masonry is used for heavy structures, arches, architectural
building etc.
32. Composite Walls:
When Walls are constructed with two are more types of
building materials, it is known as composite masonry.
The composite masonry is adopted due to following reasons;
• Reduces overall construction cost.
• Improves appearance of structure.
• Use of locally available materials to obtain optimum
economy.
33. Cavity Walls:
Cavity walls consist of two skins separated by hollow space.
The skins are commonly masonry such as bricks or concrete
blocks.
Masonry is an absorbent materials and will slowly draw
rainwater or even humidity into the wall.
The cavity serves as a way to drain this water out through weep
holes at the base of wall system or above windows.
34. Function of Cavity Walls:
• Strength
• Stability
• Thermal Insulation
• Weather Exclusion
• Sound Insulation
• Durability
• Fire Resistance.
35. Lintels:
• A horizontal structural member which is placed across the
opening.
Types of Lintels:
• Timber Lintels
• Stone Lintels.
• Brick Lintels
• Reinforced Concrete Lintels