Mortar | types of mortar
Mortar in construction
Mortar
Mortar is a
paste composed of cement and water or lime, Suki, and water. Lime and cement
are the mortar's binding agents. The mortars are strengthened by sand and suki.
They also prevent excessive cracking caused by paste shrinkage. As the
proportion and increases, the strength of mortars decreases. The best mixture
is one cement to 36 sand. The amount of water required for better results is 20
to 25% because it provides the greatest strength to mortars. The mortars
gradually absorb carbonic acid from the atmosphere and harden into a solid
mass.
Mortar is used
to hold the bricks or stones together in brick or stone masonry. It is used to
provide a soft, even bed between different layers of brick or stone masonry in
order to distribute pressure evenly across the bed. It is used to fill the gaps
between bricks or stones in order to make walls tighter.
In technology,
mortar is a material used in building construction to bond brick, stone, tile,
or concrete blocks together.
Mortar is a
material used in masonry construction to fill gaps between bricks and blocks.
Main types of Mortar
1.
Cement mortars
2.
Lime mortars
3.
Surki Mortars
4.
Ganged Mortars
5.
Mud mortars
1. Cement mortars
Cement Mortars
are a uniform mixture of cement, sand, and water. Different cement mortars are
created by combining various proportions of cement and sand. Cement and sand
are properly mixed in dry conditions to prepare cement mortars. Water is then
gradually added and mixed with a hovel. Clay and other impurities should be
removed from the water. The quality of mortars used as a binding medium
determines the safety, strength, and durability of the resulting wall or
structure.
·
Plaster is used to make walls and slabs
impervious.
·
to repair wall cracks and joints
·
For pointing the masonry joints.
·
For laying out the building blocks.
2. Lime mortar
Lime mortar is a
type of mortar in which lime serves as the binding material and sand serves as
the fine aggregate. Limes are classified into two types: fat lime and hydraulic
lime. Fat lime requires 2 to 3 times the amount of sand in lime mortars and is
used for dry work. Because lime mortars are plastic, they can be easily placed.
Giza's pyramids were plastered with lime mortars.
3. Surki mortar
Surkhi Mortars
Lime is used as a binder, and surkhi is used as fine aggregate. Surkhi is
finely powdered burnt clay that is stronger than sand and less expensive.
4. Ganged mortar
Ganged mortar is
less expensive than cement concrete. Both cement and lime are used as binding
materials, while sand is used as fine aggregate. It is a lime mortar with
cement added to increase strength. Gauging is the process of measuring. The
cement-to-lime ratio ranges from 1:6 to 1:9.
5. Mud mortar
A type of mortar
is mud mortar. They use sawdust, rice husk, or cow dung as a binding material
and sawdust, rice husk, or cow dung as fine aggregate. Mud mortars are useful
in situations where lime or cement are unavailable.
Mortar uses
Because of their
plasticity, workability, binding, and setting properties, different mortars are
used for different purposes in civil engineering constructions.
·
Its purpose is to distribute a uniform load
across the lower bricks.
·
Mortars are used in masonry work to create soft
layers out of bricks and stones.
·
It was also used to connect the bricks and
stones.
·
It also protects the water from the elements.
·
Mortars are used as a plaster or as an
impervious covering for walls and roofs.
·
To protect the brick joints during various types
of painting work.
·
It is used to conceal open brick and stonework
joints.
·
Mortars are used to fill cracks in any
structure.
·
It is used to enhance the overall appearance of
the structure.
·
It is also used for ornamental works to enhance
the overall appearance of a building or structure.
Mortar tests
·
Flow test
·
Compressive strength test
·
Air content test
·
Setting time test
Flow test
The mortar flow
test makes use of a specially designed table that raises and lowers a known
number of mortar times. The mortar will spread or flow from a circular mass
during the test, and the diameter of the mass will be measured and compared to
the initial size. The size increase expressed as a percentage of the initial
size:
The required
flow for most mortars is 110 percent. The flow test was repeated several times,
each time with a new batch of mortars, until the desired flow was achieved. The
amount of water required to achieve the flow record, and the mortar is then
tested for compressive strength.
A truncated cone
was filled with mortar samples and placed in the centre of the flow table for
this test. The truncated cone was removed, leaving the mortar sample, which was
dropped 25 times in a row. The standard specifies a flow rate ranging from 105
to 115 percent. The flow indicates the sample's usability.
Test of
compressive strength of mortar
This is most
likely the most relevant test for evaluating the performance of fly ash because
concrete is valued primarily for its high compressive strength, and the
pozzolanic within the concrete produced additional cement, resulting in higher
strengths.
The mortar is
placed and compacted into bronze cube-shaped moulds once the proper flow is
achieved. Finish the surface of each cube with a trowel before placing the
moulds in a moist curing cabinet.
The moulds
stripe from the cube specimens after 24 hours of curing. The compressive
strength is then tested at predetermined curing intervals, which are typically
1 or 3 days, 7 days, 28 days, and 56 days.
ASTM C109 /
C109M – Standard Test Method for Compressive Strength of Hydraulic Cement
Mortars is used to determine the compressive strength of mortar using 2 inch or
50mm cubes. Mortar is a mixture of cement, sand, and water.
Test for Air
Content
Mortar is
prepared in the same way that compressive strength is, with the exception that
coarser sand is used and an AEA mix is used with mortars to centenarian air
within the mix. The flow of the mortar determines after it has been mixed.
If the flow is
within the specified range, a portion of the mortar is placed and compacted
into a known volume brass cup, and the mass of the cup mortars is determined.
The air content
of the mortars is calculated by subtracting the mass of the cup and knowing the
density of each component. The test result report specifies the amount of AEA
required to achieve a mortar air content of 18%.
Setting time
test
The set time is
the amount of time that elapses after mixing before the mortar begins to
harden. This test is most commonly performed on cement paste, but it can also
be performed on mortar. Over the course of several hours, the penetration of a
steel needle into the paste or mortar was measured. The needle is part of a
device known as a "Vicat apparatus."
When the needle
penetrates the material less than 25mm for paste and 10mm for mortar, the
material has reached its "initial set." The amount of time required
to achieve this level of hardening is reported as a test result.

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