Mortar & Its Types
Mortar
is an intimate mixture of binding material, fine aggregate and water. When
water is added to the dry
mixture of binding material and the inert material, binding material develops
the property that binds not
only the inert material but also the surrounding stones and bricks. If the
cement is the binding material,
then the mortar is known as cement mortar. Other mortars commonly used are lime
mortar and mud
mortar. The inert material used is sand. In this chapter, first an introduction
is given to the inert material
sand and then the proportioning, mixing, curing, properties and uses of
different mortars is explained. At the end
of the chapter various tests conducted on mortars is presented.
Sand
Sand
is a natural product which is obtained as river sand, nalla sand and pit sand.
However sea sand should not be used for the
following reasons:
1. It contains salt and hence
structure will remain damp. The mortar is affected by efflorescence and
blisters appear.
2. It contains shells and
other organic matter, which decompose after some time, reducing the life
of the mortar.
Sand
may be obtained artificially by crushing hard stones. Usually artificial sand
is obtained as a
by-product while crushing stones to get jelly (coarse aggregate).
Sand
is used in mortar and concrete for the following purpose:
1. It sub-divides the paste of
binding material into thin films and allows it to adhere and spread.
2. It fills up the gap between
the building blocks and spreads the binding material.
3. It
adds to the density of the mortar.
4. It
prevents the shrinkage of the cementing material.
5. It
allows carbon dioxide from the atmosphere to reach some depth and thereby
improve setting
power.
6. The cost of cementing
material per unit volume is reduced as this low cost material increases the volume of mortar.
7. Silica of sand
contributes to formation of silicates resulting into the hardened mass.
The
properties of good sand are:
1.
It should be chemically inert.
2.
It should be free from organic or vegetable matter.
3.
It should be free from salt.
4.
It should contain sharp, angular and coarse grains.
5.
It should be well graded.
6. It should be hard.
Cement mortar
|
Cement mortar |
For
preparing mortar, first a mixture of cement and sand is made thoroughly mixing
them in dry condition.Water
is gradually added and mixed with shovels. The cement to sand proportion
recommended for various works.
Cement
to sand proportions for various works
S.No
|
Works
|
Cement:Sand
|
1
|
Masonry work
|
1:6 to 1:8
|
2
|
Plastering Masonry
|
1:3 to 1:4
|
3
|
Plastering concrete
|
1:3
|
4
|
Pointing
|
1:2 to 1:3
|
Curing : Cement
gains the strength
gradually with hydration. Hence it is necessary to see that mortar
is wet till hydration has taken place. The process to ensure sufficient moisture
for hydration after mortar
is wet till hydration has taken place. The process to ensure sufficient moisture
for hydration after laying
mortar/concrete is called curing. Curing is ensured by spraying water. Curing
normally starts 6–24 hours after mortar is
used. It may be noted that in the initial period water requirement is more for hydration and gradually
it reduces. Curing is recommended for 28 days.
Properties f cement Mortar : The following are the
important properties of cement mortar
1. When water is added to the
dry mixture of cement and sand, hydration of cement starts and it binds
sand particles and also the surrounding surfaces of masonry and concrete.
2. A mix richer than 1:3 is
prone to shrinkage.
3. Well proportioned mortar provides impervious surface.
4. Leaner mix is not capable
of closing the voids in sand and hence the plastered surface is porous.
5. The strength of mortar
depends upon the proportion of cement and sand. Strengths obtained with various proportion
of cement and sand is shown in Table 2.2
No
|
Cement:Sand
|
Compressive strength
|
1
|
1:3
|
10 N/mm2
|
2
|
1:4
|
7.5 N/mm2
|
3
|
1:5
|
5 N/mm2
|
4
|
1:6
|
3 N/mm2
|
Uses of cement mortar
Mortar
is used
1.
to bind masonry units like stone, bricks, cement blocks.
2.
to plaster slab and walls make them impervious.
3.
to give neat finishing to walls and concrete works.
4.
for pointing masonry joints.
5.
for preparing building blocks.
6.
as a filler material in ferro cement works.
7.
to fill joints and cracks in walls.
8. as a filler material
in stone masonry.
Lime Mortar
Fat
lime and hydraulic limes are used for making lime mortar. If fat lime is used
sand mixed is normally 2 to
3 times its volume. If hydraulic lime is used sand mixed is only 2 times the
volume of lime. Lime is
prepared by pounding, if quantity required is small or by grinding, if the
required quantity is more.
Pounding: For
pounding pits are formed in hard grands. The size of pit is usually 1.80 m
long,0.4
m wide and 0.5 m deep. It is provided with lining of bricks or stones. Lime and
sand dry mixed with required
proportion is placed in the pit. Small quantity of water is added at intervals.
In each interval the mix
is pounded with wooden pounders and mortar is turned up and down. The process
is continued till uniform color and desired consistency is achieved.
Grinding: This
is the better way of getting good mix. The grinding may be carried out in
bullock driven
grinding mill or in power driven grinding mill.It
consists of a circular trench of radius 3 to
4.5 m, 0.3 m wide and 0.4 m deep.
A wooden shaft pivoted at centre carries a
stone wheel of width just
50 mm to 100 mm less than that of trench. Bullock drive this wheel in the
trench for grinding mortar.
The dry mix is placed in the trench. Water is added gradually and bullock
driven stone wheels grind
the mix. A worker turns the mix up and down regularly. This method of preparing
mortar needs 6 hours and can produce
about 1.7 m3 of mortar.Two rollers
rotate in a pan of diameter 1.8 to 2.4 m. Either pan or roller is rotated with
the help of oil engine or electric power.
During mixing required quantity of water is added gradually Lime
mortar is also having good grinding property. Fat lime mortar is used for
plastering while hydraulic
lime mortar is used for masonry construction. This mortar was considered cheap
in olden days
and was commonly used in small towns. However the cumbersome process of
preparation and ease in availability of
cement in market has almost replaced the use of lime mortar.
Mud Mortar
Clay
lumps are collected and are wetted with water and allowed to mature for 1 or 2
days. It is needed well
until it attains required consistency. Sometimes fibrous materials like gobber(cow's dung) is added in the mix.It
prevents cracks in the plaster. If plaster is to be used for outer walls, it is
sprayed or painted with bitumen.It
is cheap mortar. Its durability is less. It is normally used for the
construction of temporary sheds and cheap houses in
rural areas.
Special Mortar
The
following are some of the special mortars:
1. Cement
clay mortar
2. Gauged
mortar
3. Decorative mortar.
Cement clay mortar: Quality
of clay mortar can be improved by adding cement to the mix. Normal
proportion of clay to cement is 1:1. It maintains the economy to some extent
and there is sufficient
improvements in the durability of mud-mortar.
Gauged mortar: It
is the mortar obtained by adding cement to lime mortar. The usual proportion
of cement, lime and sand are 1:1:6, 1:2:9 and 1:3:12. This mortar is to be used
within half an hour
after mixing cement. Obviously, it is cheaper than cement mortar and its
quality is between that of cement
mortar and lime mortar.
Decorative mortar: These mortars are obtained
by using coloured cement. They are used to give pleasant
appearance to outer walls.
Tests On Mortar
The
following tests are conducted on the prepared mortars to ensure their quality:
1.
Crushing Test
2.
Tensile Strength Test
3.
Adhesive Test.
1. Crushing Test: This test is carried out on
a brick work with the mortar. This brick work is crushed
in a compression testing machine and the load is noted down. Then the crushing
strength is
2. Tensile Strength Test: The
mortar prepared is placed in a
mould of bricket which has central cross-sectional area as 38 mm × 38 mm. After curing
the briquette is
pulled under
the grips of tensile testing machine. The ultimate load noted.
Then the tensile strength of mortar is load divided by the central
cross-sectional area.
3. Adhesive Test: Two
bricks are joined together with mortar to be tested The upper brick is suspended
from an overhead support. A board is hung from the lower
brick. Then weights are added to the board till the bricks separate.
The adhesive strength is the load divided by area of contact.
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