Mortars and Plasters BUILDING CONSTRUCTION MATERIALS
Mortars
• Building mortars are mixtures, used for the joining of bricksand stones.
• Definition: A paste obtained by adding water to amixture of fine aggregates such as sand and bindingmaterial.
• The pyramids of Egypt have been built with clay-gypsum, gypsum-lime and lime mortars.
• The safety, strength and durability of resulting wall orany structure depends on the quality of the mortar usedas a binding medium.
• Plaster: It is a lean mortar that has been prepared forthe specific use of providing a protective covering on theinner or outer faces of construction
Functions
• It provides binding force or cohesion betweenthe structural units.
• It act as a medium for distributing the forcesthroughout the structure uniformly.
• Additional strength and resistance against rainpenetration and other such weathering agencies.
• In stone or brick masonry, it fills up emptyjoints; a thin liquid mortar used for suchpurposes is termed as grout.
• It does pointing or plastering to the structure.
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.
Qualities Or Properties Of Good Mortar
• It should be durable and strong in itself on dryingand hardening and at the same time, it should notreact in any way with the construction units.
• It should set and harden quickly – construction couldbe done with speed.
• It should not develop any cracks on drying andshould be able to maintain their appearance for quitea long period.
• It should be capable of developing the designedstresses.
• It should be economical to make withoutcompromising on any of the qualities.
Classification Of Mortars
• Based On Types Of Binding Material
depending on the nature of the job – mortar maybe made by using one or more cementingmaterials.
• Lime Mortar are mixture of fat lime or hydrauliclime, sand and water.
• Fat Lime – requires loss of moisture – notsuitable for construction in damp and moistconditions, suitable only for thin joints inbrickworks Light colour, do not causeefflorescence
Classification Of Mortars
• Hydraulic lime – suitable for damp situations.
• Cement Mortar are prepared from Portland cement or itsvarieties, sand and water.
• Surkhi Mortar: ordinary type of mortar where sand ispartly or wholly replaced by surkhi (crushed burnt bricks)in lime mortar.
• The ratio of lime to surkhi will depend on the nature ofjob.
• It can not be used to make mortar with cement – it isreactive to some cementing materials.
• Commonly used in foundation works.
Based On Types Of Building Material
• Gypsum Mortars are prepared from gypsums oranhydride binding materials.
rarely used in tough construction – application asplasters.
• Gauged Mortars are prepared by adding Portlandcement and lime together in properly determinedproportions as binding materials.
Stronger, denser and durable than ordinary limemortars.
• Composite Mortars: may be surkhi-motar (surkhi,lime and water), lime-surkhi-sand mortar, cement-limemortar and cement-clay mortar.
Based on Nature of Application
• Brick Laying Or Masonry Mortar: mainmortars used as binding medium between thebrick masonry units in the construction offoundation and walls.
• Finishing Mortars Or Plasters: are leanmortars used for protective covering overwalls and also in ornamental work and forarchitectural purpose.
It should be homogeneous mix.
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 crushedlightweight 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.
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.
Lime Mortars
Preparation
a. Selection Of Raw Materials: lime, sand, surkhi,pumice, ash are common materials used in limemortars.
• Lime – binding material
• Sand – more commonly used – may be partly orwholly replaced one or more materials.
• Fat Lime: used in dry type of construction.
• Hydraulic Lime: used in water rich areas anddamp conditions.
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.
Selection Of Raw Materials
• Pozzolana Materials: natural or artificial materials that exhibitssome 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 railwayengines.
• Suitable for making lightweight mortars.
• Pumice – natural highly porous volcanic rock formed byaccumulation 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.
Proportioning Of The Raw Materials
• Aim: to fix such ratios of the ingredients that gives amortar of desired qualities (strength, durability, finish andcost).
• Mortar used in different places in a construction are subjected todifferent forces – no general rule for proportioning a mortar mix canbe 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 andnor too stiff.
C. Mixing Of Raw Materials
Mannual Mixing: common method for ordinary construction.
• Done either on a watertight platform made of masonry or intank of suitable dimensions dug in the ground.
• First place measure volume of lime on platform and mix itproperly.
• Water is added in small quantities a time. Mixing iscontinued till a mortar of uniform consistency is obtained.
Mortar Mill Mixing: mechanical device for grinding themortar ingredients in the presence of water.
• Either run by an animal (lime chakki) or by motor power(grinding mill).
Properties Of Lime Mortars
• Quite plastic and workable when wet
• Good working qualities if made from high calciumlimes
• Develop strength very slowly but gain continuousstrength over long periods
• Do not set but stiffen as water is lost by absorptionby units or blocks in contact and by evaporation.
• Provide a fairly strong surface when used forplastering
• Provide enough bond when used for masonry joints
Uses Of Lime Mortars
• For Foundation Works: fat lime mortar can be used inall types of foundation work in dry sub grade – watertable 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.
Precautions
• Mortars with hydraulic lime – should be usedwithin 4 hours after mixing.
• Lime mortars with surkhi – should be used within24 hours after mixing.
• Composite (lime and cement) mortars – should beused within 2 hours after mixing.
• All lime mortar shall be kept wet after grinding.
• The workers who are to handle lime mortarshould protect their skin by using oil rubbergloves etc.
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
Cement Mortars
Preparation:
a. Selection Of Raw Materials: the Portlandcement must be pure, undamaged. OrdinaryPortland cement is most suitable.
• Sand: Good quality for making strong anddurable mortar – pure in composition and freefrom impurities and sharp grained in structure.
• Must be thoroughly clean before using.
• No other aggregate can replace sand completelyin cement mortars.
Cement Mortars
B. Proportioning Of The Raw Materials.
• For ordinary masonry work – 1 cement: 3 sand to1 cement: 6 sand
• For reinforced brick work & work in moistcondition - 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 1cement: 3 sand
• For plaster work, it provides a water proof layerand protects the element from weathering effects
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.
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.
Uses Of Cement Mortars
• Use where high strength is required and instructures which are subjected to wet conditionsuch 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 andparapets, engineering construction with bricks ofhigh strength
• Use in concrete as cement mortar binds theparticles of coarse aggregate into one solid mass
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 indry condition in predetermined volume (1 cement, 1 lime,1 sand or1 cement, 2 lime, 6 sand etc)
• Then add small quantity of water, increase the quantity of watergradually – mixing is continued till homogeneous paste of desiredconsistency is obtained.
• Lime Sand Mortar: predetermined volume of cement is added indry state then mix thoroughly. Add small quantity of additionalwater.
• Cement Sand Mortar: same as lime sand mortar but use slackedlime in finely powered form.
Plasters
• Lean mortars used mostly for covering masonrysurfaces.
• Lean mixes of cementing materials with fillers suchas sand, surkhi and crushed stones.
• Jaggery, white of eggs and soured curd are alsoadded for special effects
• Protective Plasters – saves the brick or stone fromdirect and destructive attacks of atmosphere and alsofrom wind, rain and harmful industrial gases, used onthe exterior walls
• Decorative Plasters – appealing shades and finishdesigns to the construction, used on the interior walls
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
Types Of Plasters
• Lime plaster, cement plaster, gypsum plaster etc.
• Lime Plasters: mixing thoroughly slaked lime andsand in ratio of 1 lime and 2-3 sand surkhi by volumewith good quantity of water till homogeneous leanpaste is obtained.
• Specially useful as protective plasters on the inner sideof the walls.
• Moghul plaster – 1 lime : 3 sand : 1 surkhi to whichsome 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 fromunburnt lime, grit and pebbles.
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.
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 ofapplication with the help of compressed air.
• Gypsum Plaster: binding material – gypsum.
• Used for making architectural fancies and decorative designs on walls androofs.
• Properties Of Gypsum Plaster:
(i) Great resistance to fire
(ii) Set and harden quickly
(iii) Undergo very little expansion or contraction
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.
Sand
Classification:
• According to mode of origin: Pit sand, stream sand andmarine sand.
• Pit Sand: generally sharp and angular – deposited by windand form accumulations in soil.
• Sand when cleaned and washed makes good mortar.
• River Sand: occur as accumulations of great extent alongthe base and banks of rivers
• shape – almost round.
• Generally free from clay, salt and organic impurities.
• Most commonly used for making mortars, plasters andconcrete.
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 bindingmaterial.
• Marine sands are considered of inferior quality andshould be better avoided.
• If it is only source available – must be used afterthoroughly washed.
• According to composition: clean sand, silty sand andclayey sand.
Sand
• Clean Sand: well graded-mostly quartz particles in widerange of grain size.
• Clean sand must be used for making mortar plaster andconcrete.
• 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 naturalquartzite rock to the required grain size.
• According to grain size: course sand – 2-1 mm, mediumsand – 1-0.25 mm and fine sand – 0.25 – 0.15 mm.
Bulking Of Sand
• Volume of sand will be more when water is present in it even insmall quantities.
• Volume of moist sand is more than dry sand.
• Bulking of sand: the change or increase in volume of sands ongetting moist.
• Important in construction.
• All the mix design denotes the proportion of sand in essentially drystate.
• Factors affecting on rate of bulking:
• Percentage of moisture content – bulking effect is maximum whenmoisture content in sand is between 4 to 6 %. As water-contentpercentage increasing – this effect goes on decreasing.
• Grain size of sand particles – fine sand shows higher bulking rateas compared to coarse sand.
References
• Building Construction : Dr B.C. Punmia
• Civil Engineering Material : Prof. Singh
• Internet Web Sites