Mortar is the material used in bedding,
jointing and pointing bricks and blocks in masonry walling
Constituents of mortar - Mortar
is composed of:-
·
Binding material
(cement, lime, clay, gypsum, plaster of Paris)
·
Fine aggregate
·
Water
Additives are sometimes mixed to mortar
to improve its properties.
Other forms - Fine
aggregates mixed with binding material and water also forms some important
building finishes such as Plaster, Rendering.
Materials for mortar - General
purpose mortar can consist of Sand, Ordinary Portland cement, Water,
Plasticizer, Retarder, Accelerator, Pigments or coloring agents and Hydrated
lime. Hydrated lime was once commonly used as a binder for mortar but it is
rarely used today.
Requirements of a mortar mix –
A good mortar mix should have:
·
Adequate compressive
strength.
·
Adequate bond strength
between mortar and bricks.
·
Durability – resistance
to frost and chemical attack.
·
Joints sealed against
wind-driven rain.
·
An attractive
appearance.
The ability of the mortar to meet these
requirements will depend upon the Materials specified for the mix, Workmanship
of the bricklayer, Protection of the materials and brickwork against adverse
weather.
Mix Proportions - Before
mortar can be mixed, the ingredients have to be measured in their correct
proportions. The ingredients can be measured by: Volume or by Weight. Volume mixing can be
carried out by hand or by machine, while weight mixing can only be carried out
by machine.
Methods
of Volume mixing
Materials calculated by volume should be
accurately gauged or measured into the correct quantities for each specified
mix. The methods used are- Measuring by shovel, Measuring by bucket (or pan)
and Measuring by gauge box
Standard Gauge Box
The internal dimensions of a gauge box
should be:-
400
x 350 x 250 mm = 0.035 m³
0.035 m³ is the volume of a bag of
cement weighing 50 kg.
Mixing by Weight
By using a weight batch mixer, the
weight of the aggregate is recorded as it is shoveled into the hopper. This is
a more accurate method of batching materials than any of the previously
described methods. The materials can be loaded into the hopper while the
previously batched materials are being mixed. The weight of materials can be
read on a dial by the operator who controls the weight, based on previous
calculations for the constituent weights for the required mix. Water is added
in liters (1 liter weighing 1kg), after calculating the requirement.
Mixing time - Mixing
time depends on the method of mixing - Machine Mixing or Hand Mixing.
Machine Mixing - In general terms, the
time of machine mixing should be between two and three minutes. On no account
should the mix be allowed to stay in the machine longer because the materials
will start to segregate
A
concrete and mortar mixer
Cleaning the mixer – It
is very important to clean the mixer after day’s work to prevent remnants of
mortar or concrete setting and sticking into the inner parts of the mixer.
Un-cleaned mixers should not be left overnight. After mixing some sand, coarse
aggregate and water should be loaded into the mixer and the mixer turned for
about 5 min. This will remove all cement/mortar/concrete stuck onto the blades
and the drum thus maintaining a clean machine.
After cleaning the machine should be
stored under cover on an elevated level to protect from elements and provide
drainage.
Hand mixing
This should take as long as required to
ensure that all the particles have been completely integrated together. A high
degree of agitation is required when hand-mixing, to ensure that any added
plasticizer etc has the necessary effect. Mixed mortar should never be
‘re-tempered’ or ‘knocked up’ with added water because this dilutes the
cement/lime element of the mortar which will result in a weaker mix. Mortar is
a mixture of the following materials in different combinations:
Sand + Cement + Water
Sand + Lime + water
Sand + Lime + Cement + Water
Sand + Cement + Plasticizer +
Water
Typical Mortar Mixes
In work sites, mortar is possibly the
least understood and most abused material on the building site. The design
strength of the mortar should be determined mainly by the strength of the brick
or block to be bedded in it. The mortar strength should roughly match that of
the brick or block and in no case should it be stronger than it.
Workability
Mortar will work more easily if the mix
contains lime. The more lime the mix contains, the more workable it will be. If
the mortar contains cement, it will stiffen more quickly, therefore the more
cement within the mix the quicker it will stiffen and set. When mortar of high
strength is required, the mix should be composed of cement and sand only.
Design of Mortar Mixes
Mortar mixes are designed to suit
certain building requirements. The chart below shows the different mixes and
their designated uses which range from 1 to 4. As the mixes progress through
the designations of 1 to 4, they become progressively weaker, but with higher
lime content they become more tolerant to structural movement.
Designation
|
Cement, lime with sand
|
Masonry Cement, sand
|
Cement, sand with plasticizer
|
Intended use
|
1
|
1:1/4:3
|
Class
A engineering bricks and dense concrete blocks
|
||
2
|
1:1/2:4:4
|
1:21/2
to 31/2
|
1:3
or 4
|
Class
B engineering bricks
|
3
|
1:1:5
or 6
|
1:4
or 5
|
1:5
to 6
|
Bricks
and blocks below DPC level
|
4
|
1:2:8
or 9
|
1:51/2
to 61/2
|
1:7
to 8
|
Bricks
and blocks above DPC level
|
Concrete mixes - Concrete
mixes are identified in two methods:
1. By
the proportions in which the raw materials are mixed – 1:2:4 (20mm). (1 part
cement + 2 parts Fine Aggregate + 4 parts Coarse Aggregate. 20mm denotes the
maximum particle size of coarse aggregate). Identifying concrete by this method
has disadvantages.
The
mix proportion does not specify required strength of concrete and has no
control over the quality of concrete.
To
overcome this modern day concrete mixes are identified by strength.
2. Concrete
mix by strength - Mixes are identified by
the strength which the concrete should possess on setting. These mixes are
called Graded Concrete mixes.
Example
s –
Grade
10 concrete (strength 10 mpa)
Grade
15 concrete (strength 15 mpa)
Grade
20 concrete etc. (strength 20 mpa)
Concrete mixes and material
requirements for a 50kg bag of cement:
Mix
|
Quantities per 50 kg bag of
cement
|
Use
|
||
Fine aggregate (m³)
|
Coarse aggregate (m³
|
App water content (liters)
|
||
1:1:2
|
0.035
|
0.070
|
20
|
Very strong water tight concrete
|
1:11/2:3
|
0.053
|
0.105
|
22.5
|
Do
|
1:2:4
|
0.070
|
0.140
|
25
|
Reinforced concrete for floor slabs,
columns, beams etc
|
1:3:6
|
0.105
|
0.280
|
35
|
Foundations, screeds
|
1:4:8
|
0.140
|
0.280
|
40
|
Fillings
|