2. Mortars
• Building mortars are mixtures, used for the joining of bricks
and stones.
• Definition: A paste obtained by adding water to a
mixture of fine aggregates such as sand and binding
material.
• The pyramids of Egypt have been built with clay-
gypsum, gypsum-lime and lime mortars.
• The safety, strength and durability of resulting wall or
any structure depends on the quality of the mortar used
as a binding medium.
• Plaster: It is a lean mortar that has been prepared for
the specific use of providing a protective covering on the
inner or outer faces of construction
4. The Pyramids Of Egypt Have Been Built With
Clay-gypsum Mortar
5. Functions
• It provides binding force or cohesion between
the structural units.
• It act as a medium for distributing the forces
throughout the structure uniformly.
• Additional strength and resistance against rain
penetration and other such weathering agencies.
• In stone or brick masonry, it fills up empty
joints; a thin liquid mortar used for such
purposes is termed as grout.
• It does pointing or plastering to the structure.
7. Qualities Or Properties Of Good Mortar
• The mortar mix should be easily workable – easily
transported to the place of application.
• It should develop adequate strength in tension,
compression and bond for the work for which it is
used.
• It should be sufficiently plastic – easily placed on
the bed of construction in the form of thin, smooth
and uniform layer.
• It should be capable of retaining sufficient water
during its application.
9. Qualities Or Properties Of Good Mortar
• It should be durable and strong in itself on drying
and hardening and at the same time, it should not
react in any way with the construction units.
• It should set and harden quickly – construction could
be done with speed.
• It should not develop any cracks on drying and
should be able to maintain their appearance for quite
a long period.
• It should be capable of developing the designed
stresses.
• It should be economical to make without
compromising on any of the qualities.
11. Classification Of Mortars
• Based On Types Of Binding Material
depending on the nature of the job – mortar may
be made by using one or more cementing
materials.
• Lime Mortar are mixture of fat lime or hydraulic
lime, sand and water.
• Fat Lime – requires loss of moisture – not
suitable for construction in damp and moist
conditions, suitable only for thin joints in
brickworks Light colour, do not cause
efflorescence
13. Classification Of Mortars
• Hydraulic lime – suitable for damp situations.
• Cement Mortar are prepared from Portland cement or its
varieties, sand and water.
• Surkhi Mortar: ordinary type of mortar where sand is
partly or wholly replaced by surkhi (crushed burnt bricks)
in lime mortar.
• The ratio of lime to surkhi will depend on the nature of
job.
• It can not be used to make mortar with cement – it is
reactive to some cementing materials.
• Commonly used in foundation works.
16. Based On Types Of Building Material
• Gypsum Mortars are prepared from gypsums or
anhydride binding materials.
rarely used in tough construction – application as
plasters.
• Gauged Mortars are prepared by adding Portland
cement and lime together in properly determined
proportions as binding materials.
Stronger, denser and durable than ordinary lime
mortars.
• Composite Mortars: may be surkhi-motar (surkhi,
lime and water), lime-surkhi-sand mortar, cement-lime
mortar and cement-clay mortar.
19. Based on Nature of Application
• Brick Laying Or Masonry Mortar: main
mortars used as binding medium between the
brick masonry units in the construction of
foundation and walls.
• Finishing Mortars Or Plasters: are lean
mortars used for protective covering over
walls and also in ornamental work and for
architectural purpose.
It should be homogeneous mix.
22. Based On Density Of Mortar
Heavy Mortars: Bulk Density – greater than 1500 kg/m3.
• Aggregate - Heavy quartz or sand.
• Use in load bearing constructions
• Special type of heavy mortar – X-rays shielding mortars -
Bulk Density – 2200 kg/m3 or more.
Light Weight Mortars: Bulk Density – less than 1500 kg/m3 .
• Aggregate – sands poorer in quartz and also crushed
lightweight rock such as pumice, blast furnace slag.
• Use where structure is to be kept light loaded.
• Special type of Light weight mortars - Bulk Density – 600
- 1000 kg/m3 – for making sound proof ceiling and walls.
24. Lime Mortars
• Definition: homogeneous mixes of lime with various
proportions of fine sand, surkhi, pumice, ash, in
water.
• Common mortar in ordinary type of building
construction work.
26. Lime Mortars
Preparation
a. Selection Of Raw Materials: lime, sand, surkhi,
pumice, ash are common materials used in lime
mortars.
• Lime – binding material
• Sand – more commonly used – may be partly or
wholly replaced one or more materials.
• Fat Lime: used in dry type of construction.
• Hydraulic Lime: used in water rich areas and
damp conditions.
27. Selection Of Raw Materials
• Sand: Good quality for making strong and durable
mortar – pure in composition and free from impurities
and sharp grained in structure.
• Purpose To Add Sand In Mortar:
• To bear the load – sand + lime (cement) = stone
like mass.
• To resist shrinkage and cracking.
• To increase bulk of the mortar.
29. Selection Of Raw Materials
• Pozzolana Materials: natural or artificial materials that exhibits
some binding properties when used with cement or lime. – pumice,
cinder, surkhi and ash.
• Surkhi – finely grinding well-burnt bricks.
• Cinder – fine residue from the burning of coals in railway
engines.
• Suitable for making lightweight mortars.
• Pumice – natural highly porous volcanic rock formed by
accumulation and compaction of ash from volcanoes.
• Suitable for making lightweight mortars.
• Water: which is suitable for drinking purpose.
• Water should be free from alkalies, acids and organic residues.
30. Proportioning Of The Raw Materials
• Aim: to fix such ratios of the ingredients that gives a
mortar of desired qualities (strength, durability, finish and
cost).
• Mortar used in different places in a construction are subjected to
different forces – no general rule for proportioning a mortar mix can
be framed.
• Additional facts should also be remember while selecting ratio.
• If more sand is added than recommended – short in workability,
difficult to place.
• If less sand is added than recommended – very stiff and will stick –
show considerable shrinkage on drying.
• When In doubt – add a little more (not less)
• The amount of water - carefully fixed after trials – neither too lean and
nor too stiff.
31. C. Mixing Of Raw Materials
Mannual Mixing: common method for ordinary construction.
• Done either on a watertight platform made of masonry or in
tank of suitable dimensions dug in the ground.
• First place measure volume of lime on platform and mix it
properly.
• Water is added in small quantities a time. Mixing is
continued till a mortar of uniform consistency is obtained.
Mortar Mill Mixing: mechanical device for grinding the
mortar ingredients in the presence of water.
• Either run by an animal (lime chakki) or by motor power
(grinding mill).
34. Properties Of Lime Mortars
• Quite plastic and workable when wet
• Good working qualities if made from high calcium
limes
• Develop strength very slowly but gain continuous
strength over long periods
• Do not set but stiffen as water is lost by absorption
by units or blocks in contact and by evaporation.
• Provide a fairly strong surface when used for
plastering
• Provide enough bond when used for masonry joints
35. Uses Of Lime Mortars
• For Foundation Works: fat lime mortar can be used in
all types of foundation work in dry sub grade – water
table is 2.4 m below the foundations level.
• For All Masonry Works: loading – 20 to 60 tonnes/m2
(light and medium loading)
• Fat lime and hydraulic lime, both are suitable.
• Lime mortar can be replaced by cement mortar.
• To bind stones, bricks or concrete blocks together
• Lime mortar can not be applied when:
• Sub grade soil is moist – water table is within 2.4 m.
• Heavy loading is expected.
• Construction is massive and very thick.
38. Precautions
• Mortars with hydraulic lime – should be used
within 4 hours after mixing.
• Lime mortars with surkhi – should be used within
24 hours after mixing.
• Composite (lime and cement) mortars – should be
used within 2 hours after mixing.
• All lime mortar shall be kept wet after grinding.
• The workers who are to handle lime mortar
should protect their skin by using oil rubber
gloves etc.
39. Cement Mortars
• Cement mortar is homogeneous paste of fixed
proportion of cement, sand and water.
• Strongest type of mortar so preferred for use in
construction of structure subjected to heavy
loading
40. Cement Mortars
Preparation:
a. Selection Of Raw Materials: the Portland
cement must be pure, undamaged. Ordinary
Portland cement is most suitable.
• Sand: Good quality for making strong and
durable mortar – pure in composition and free
from impurities and sharp grained in structure.
• Must be thoroughly clean before using.
• No other aggregate can replace sand completely
in cement mortars.
41. Cement Mortars
B. Proportioning Of The Raw Materials.
• For ordinary masonry work – 1 cement: 3 sand to
1 cement: 6 sand
• For reinforced brick work & work in moist
condition - 1 cement: 2 sand to 1 cement: 3 sand
• For Architectural work – 1 cement: 3 sand
• For load bearing structures - 1 cement: 2 sand to 1
cement: 3 sand
• For plaster work, it provides a water proof layer
and protects the element from weathering effects
42. Cement Mortars
C. Mixing Of Raw Materials.
(i) Hand Mixing: For small quantity of mortar
• First clean dry sand is spread on a pucca platform and cement of required
quantity is spread over it.
• Whole mass is mixed dry by spades and required quantity of water is
added.
• This mix can be used before the initial setting time of cement
(ii) Machine Mixing: For large quantity of mortar required continuously at a
fast rate
• Cement and sand in specified proportion are put into the drum of the mixer
and required quantity of water is added.
• Drum is revolved for a sufficient period to form uniform mixture of
required consistency.
44. Precautions
• The setting process starts even within the first
hour of its preparation - should be used within
30 minutes after adding water to the cement and
sand mixture.
• The Structural Units – bricks and stones must
be soaked in water before laying on the wall. If
dry units, it will absorb moisture quickly.
• If Cement Sand Mortar – place should be kept
wet at least for seven days.
45. Uses Of Cement Mortars
• Use where high strength is required and in
structures which are subjected to wet condition
such as piers, dams, deep foundation etc.
• Use for external plastering and pointing work
• Use for damp proof course below ground level
• Use in exposed work such as exterior walls and
parapets, engineering construction with bricks of
high strength
• Use in concrete as cement mortar binds the
particles of coarse aggregate into one solid mass
47. Gauged Mortars
• Cementing material – cement and lime both
• Lime – for economical purpose and cement – for strength.
• Methods For Making Gauged Mortars
• The three ingredients: lime, cement and sand are mixed together in
dry condition in predetermined volume (1 cement, 1 lime,1 sand or
1 cement, 2 lime, 6 sand etc)
• Then add small quantity of water, increase the quantity of water
gradually – mixing is continued till homogeneous paste of desired
consistency is obtained.
• Lime Sand Mortar: predetermined volume of cement is added in
dry state then mix thoroughly. Add small quantity of additional
water.
• Cement Sand Mortar: same as lime sand mortar but use slacked
lime in finely powered form.
48. Plasters
• Lean mortars used mostly for covering masonry
surfaces.
• Lean mixes of cementing materials with fillers such
as sand, surkhi and crushed stones.
• Jaggery, white of eggs and soured curd are also
added for special effects
• Protective Plasters – saves the brick or stone from
direct and destructive attacks of atmosphere and also
from wind, rain and harmful industrial gases, used on
the exterior walls
• Decorative Plasters – appealing shades and finish
designs to the construction, used on the interior walls
50. Objects of Plastering
• To provide a true, even, smooth and finished
surface to the work and improve the
appearance.
• To protect the surface from atmospheric
influences
• To cover defective workmanship
• To provide a covering for the unsound and
porous materials
51. Types Of Plasters
• Lime plaster, cement plaster, gypsum plaster etc.
• Lime Plasters: mixing thoroughly slaked lime and
sand in ratio of 1 lime and 2-3 sand surkhi by volume
with good quantity of water till homogeneous lean
paste is obtained.
• Specially useful as protective plasters on the inner side
of the walls.
• Moghul plaster – 1 lime : 3 sand : 1 surkhi to which
some Jaggery, white of eggs have been also mixed.
• These later materials improve the adhesive property,
strength and beauty of plaster.
• Lime should be thoroughly slaked and free from
unburnt lime, grit and pebbles.
53. Types Of Plasters
• Cement Plaster: lean mix of Portland cement
and sand with water.
• Suitable for all type of plastering works.
• Proportion for all purpose – 1 cement : 3 sand
• Apply in single coat.
• The surface of the plaster is kept wet for at
least 3 days after application by sprinkling
water on it at regular intervals.
55. Types Of Plasters
• Common ratio are:
• 1 cement: 1 lime: 6 sand for external plasters, below damp proof course
• 1 cement: 2 lime: 9 sand for external plasters on walls
• Guniting Plaster: 1 cement: 3 sand which is applied under great pressure –
2.5 kg/cm2 with the use of special gun.
• From gun, thoroughly mixed plaster is thrown out on the surface of
application with the help of compressed air.
• Gypsum Plaster: binding material – gypsum.
• Used for making architectural fancies and decorative designs on walls and
roofs.
• Properties Of Gypsum Plaster:
(i) Great resistance to fire
(ii) Set and harden quickly
(iii) Undergo very little expansion or contraction
58. Sand
• Rock particles that ranges in grain size
between 2 mm and 1/16 mm.
• In composition, an oxide of silica (SiO2) .
• Mostly broken grains of mineral quartz (SiO2)
produced as result of breakdown of granites,
sandstone and similar rocks by natural process
of weathering and erosion.
60. Sand
Classification:
• According to mode of origin: Pit sand, stream sand and
marine sand.
• Pit Sand: generally sharp and angular – deposited by wind
and form accumulations in soil.
• Sand when cleaned and washed makes good mortar.
• River Sand: occur as accumulations of great extent along
the base and banks of rivers
• shape – almost round.
• Generally free from clay, salt and organic impurities.
• Most commonly used for making mortars, plasters and
concrete.
62. Sand
• Marine Sand: occur on beaches and along sea shore.
• Shape – rounded grains of quartz
• Covered with the salts which are not easily separable.
• If used in mortar, concrete – salts react with the binding
material.
• Marine sands are considered of inferior quality and
should be better avoided.
• If it is only source available – must be used after
thoroughly washed.
• According to composition: clean sand, silty sand and
clayey sand.
64. Sand
• Clean Sand: well graded-mostly quartz particles in wide
range of grain size.
• Clean sand must be used for making mortar plaster and
concrete.
• Silty Sand: poorly graded – considerable proportion of silt
(1/16 to 1/256 mm size) and other non-plastic fines.
• Clayey Sand: poorly graded – prominent clay fraction
(below 1/256 mm size) and also plastic fines.
• Sand is also obtained artificially by crushing natural
quartzite rock to the required grain size.
• According to grain size: course sand – 2-1 mm, medium
sand – 1-0.25 mm and fine sand – 0.25 – 0.15 mm.
66. Bulking Of Sand
• Volume of sand will be more when water is present in it even in
small quantities.
• Volume of moist sand is more than dry sand.
• Bulking of sand: the change or increase in volume of sands on
getting moist.
• Important in construction.
• All the mix design denotes the proportion of sand in essentially dry
state.
• Factors affecting on rate of bulking:
• Percentage of moisture content – bulking effect is maximum when
moisture content in sand is between 4 to 6 %. As water-content
percentage increasing – this effect goes on decreasing.
• Grain size of sand particles – fine sand shows higher bulking rate
as compared to coarse sand.