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CONSTRUCTION
TECHNOLOGY
Module 4
Fr. Dr. Bennet Kuriakose
Department of Civil Engineering
Syllabus
Lintels and arches – types and construction details
Floors and flooring – different types of floors and floor
coverings
Roofs and roof coverings – different types of roofs –
suitability – types and uses of roofing materials
Doors, windows and ventilators – types and construction
details
Finishing works – plastering, pointing, white washing, colour
washing, distempering, painting. Methods of providing DPC.
Termite proofing
Department of Civil Engg., SJCET Palai 2
LINTELS
Department of Civil Engg., SJCET Palai 3
Lintels
• A lintel or lintol (older spelling) is a structural horizontal block
that spans the space or opening between two vertical supports
• Now it is defined as the member (width equal to that of wall)
placed across openings like doors and windows
• Uses:
– Carry load from masonry above the lintel level and bridge
between the gaps of doors or windows
– Provide support and fixity to the sunshade (cantilever slab)
– Provide integrity to masonry
– Provides space for architectural beauty. Lintels used for
ornamental purposes are called “architrave” or “epistyle”
Department of Civil Engg., SJCET Palai 4
Lintels
Department of Civil Engg., SJCET Palai 5
Stonehenge
(post and lintel)
Ornamental lintel
(Ellora Cave)
Lintels (Classification)
1. Timber Lintels
– Timber member is used as lintel
– Cannot handle spans
– If more span is required „flitched lintels‟ are often
provided (with steel plates)
– Vulnerable to fire
Department of Civil Engg., SJCET Palai 6
Lintels (Classification)
2. Stone Lintels
– Abundantly used before invention of concrete
– Used as single piece or double piece.
– Give architectural beauty to stone masonry buildings
Department of Civil Engg., SJCET Palai 7
Lintels (Classification)
2. Masonry Lintels
– These are used when the opening
is less than 1m and lesser loads
are acting.
– Bricks with frogs are more suitable
than normal bricks
Department of Civil Engg., SJCET Palai 8
Lintels (Classification)
3. Reinforced Brick Lintels
– These are used when loads are heavy and span is
greater than 1m.
– The depth of reinforced brick lintel should be equal to 10
cm or 15 cm or multiple of 10 cm.
Department of Civil Engg., SJCET Palai 9
Lintels (Classification)
4. Steel Lintels
– used when the superimposed loads are heavy and
openings are large.
– consist of rolled steel joists.
– Sometimes used for retrofitting works
Department of Civil Engg., SJCET Palai 10
Lintels (Classification)
5. RCC Lintels
– widely used to span the openings for doors, windows, etc.
in a structure because of their strength, rigidity, fire
resistance, economy and ease in construction.
– These are suitable for all the loads and for any span.
– Easy to support sunshades
Department of Civil Engg., SJCET Palai 11
ARCHES
Department of Civil Engg., SJCET Palai 12
Arches
• An arch is a vertical curved structure that spans a space and
support the weight over it.
• From Greek word “arxi” (chief) or high
• Structural behaviour  “arch action” (maintaining
compressive stress within the arch – maintaining zero or
very nominal tensile stress)
• This can span larger span compared to beam
• Has higher strength – to – weight ratio compared to
beam/lintel
Department of Civil Engg., SJCET Palai 13
Arches
Department of Civil Engg., SJCET Palai 14
Arches
Department of Civil Engg., SJCET Palai 15
Arches – Parts
• Intrados/ Soffit: The inner curve of an arch
• Extrados: The outer curve of an arch
• Voussoirs: The wedge-shaped units of masonry which are
forming an arch
• Crown: The highest part are peak point of extrados
• Keystone: The wedge shaped unit which is fixed at the crown
• Springings: support points of the arch
• Springing Line: The imaginary line joining the springing points of
either ends
Department of Civil Engg., SJCET Palai 16
Arches – Parts
• Springer: The first voussoir after springing level
• Span: The clear horizontal distance between the piers/
abutments
• Rise: The clear vertical distance between the highest point on
the intrados and the springing line
• Depth or Height: The perpendicular distance between the
intrados of arch to the extrados of arch
Department of Civil Engg., SJCET Palai 17
Arches – Parts
• Thickness: breadth of soffit which is
measured perpendicular to the front
and back faces of an arch
• Skew Back: This is an inclined
surface or splayed surface on
abutment, from which arch curve
starts or ends.
• Impost: The projecting course
provided on the upper part of a pier
or abutment to stress the springing
line
• Center of an Arch: Geometrical
points based on which the arcs
forming intrados of arch. Arch can
have one or multiple centers.
Department of Civil Engg., SJCET Palai 18
Arches – Parts
• Pier and Abutment: The
intermediate support of an arch is
called as pier. The end support of an
arch is called as abutment.
• Bed Joints: The joints between the
voussoirs are called bed joints.
These bed joints are radiate from
center of arch.
• Spandrel : If two arches are
constructed side by side, then a
curved triangular space is formed
between the extrados with the base
as horizontal line through the crown.
This space is called as spandrel.
Department of Civil Engg., SJCET Palai 19
Arches - Taxonomy
A. Based on Shape
1. Flat / French/ Jack Arch
– For flat arch, the intrados and extrados are apparently flat
and it acts as a base of equilateral triangle which was
formed by the horizontal angle of 600 by skewbacks.
– slight rise of camber of about 10 to 15 mm per meter
width of opening is allowed for small settlements.
– generally used for light loads, and for spans up to 1.5m.
Department of Civil Engg., SJCET Palai 20
Arches - Taxonomy
2. Segmental Arch
– This is the basic type of arch used for buildings in which
Centre of arch lies below the springing line.
– In segmental arch, the thrust is transferred in inclined
direction to the abutment.
Department of Civil Engg., SJCET Palai 21
Arches - Taxonomy
3. Semicircular/ Roman Arch
– The shape is semi-circle
– the thrust transferred to the abutments is perfectly vertical
direction since skewback is horizontal.
– In this type of arch, the Centre lies exactly on the
springing line.
Department of Civil Engg., SJCET Palai 22
Arches - Taxonomy
4. Horseshoe/ Keyhole/ Moorish Arch
– Horse Shoe Arch is in the shape of horse shoe which
curves more than semi-circle.
– This is generally considered for architectural provisions.
Department of Civil Engg., SJCET Palai 23
Arches - Taxonomy
5. Pointed / Gothic Arch
– In this type of arch, two arcs of circles are met at the apex
– A triangle is formed with apex and the springings as
triangle - either isosceles or equilateral.
Department of Civil Engg., SJCET Palai 24
Arches - Taxonomy
6. Venetian (Venetian Gothic) Arch
– Venetian arch is also pointed arch but its crown is deeper
than springings.
– It contains four Centres, all located on the springing line.
Department of Civil Engg., SJCET Palai 25
Arches - Taxonomy
7. Ogee Arch
– Consists of two ogees (ogee  S-shape)
– 4 centres
Department of Civil Engg., SJCET Palai 26
Arches - Taxonomy
8. Semielliptical Arch
– Three centres
– Rise is very less
Department of Civil Engg., SJCET Palai 27
Arches - Taxonomy
9. Bull’s eye Arch
– Perfectly circular shape
Department of Civil Engg., SJCET Palai 28
Arches - Taxonomy
B. Number of Centres
1. One Centred Arches
– Segmental, semi-circular,
flat, horse-shoe arches, Bull-
eye
2. Two Centred Arches
– Gothic
3. Three Centred Arches
– Semielliptical arch
4. Four Centred Arches
– Venetian arch, Ogee arch
Department of Civil Engg., SJCET Palai 29
Arches - Taxonomy
C. Material and Workmanship
1. Rubble Stone Arches
– Rubble arches are very weak
and used only for inferior work.
– These are made of rubble
stones which are hammer
dressed, roughly to shape and
size and fixed in cement mortar.
2. Ashlar Stone Arches
– the stones are cut to proper
shape of voussoirs (a wedge-
shaped or tapered stone used
to construct an arch) and fully
dressed, joined with cement
mortar.Department of Civil Engg., SJCET Palai 30
Arches - Taxonomy
3. Brick Arches
– bricks are cut into voussoirs
– (a) Rough brick (b) axed brick
4. Concrete Arches
– (a) precast concrete block
– (b) cast – in-situ
Department of Civil Engg., SJCET Palai 31
FLOORS
Department of Civil Engg., SJCET Palai 32
Floors
• Horizontal elements of buildings which
divide buildings into different levels and
provide support for occupants, furniture
and equipments.
• Levels:
– Basement floor (below ground level)
– Ground floor (plinth level)
– Upper floors (above GF)
– Mezzanine Floor (A floor in
between two regular floors)
– Roof Floor
Department of Civil Engg., SJCET Palai 33
Requirements (Selection) of a Floor
• Appearance: aesthetic appeal matching with the building
• Hardness: (Resistance to abrasion) to be high
• Offer proper friction: mainly in bathrooms or floor subjected
to dampness
• Smoothness: should give proper smooth and even surface
• Durability: should be high
• Damp resistance: should be damp resistant, especially
when used in ground floor
• Should not disintegrate under temperature
• Should not make sound while walking
• Should be cost effective
Department of Civil Engg., SJCET Palai 34
Floor - Types
1. Ground Floor
• Red earth/ sand is compacted
• Damp proof material (polythene sheet) is provided if required
• Layers of brickbats and stones laid (or quarry waste) and compacted
• PCC (1:4:8) is laid. If it is an industrial floor or floor with loads, rebars
are provided (RCC)
• Required finish is provided
• DPC is provided for brick wall – basement interface
Department of Civil Engg., SJCET Palai 35
Floor - Types
2. RCC Floor System
– Versatile and widely used
– Types (a) normal slab (b) flat slab
36
Cranking
Reinforcement details of slab
Floor - Types
– Flat slab system, beams are not
provided
– Provided when
• More clear height
• Flat soffit required for
architectural purpose
• If HVAC conduits are difficult to be
laid
– Drop panels are provided to resist
punching shear
Department of Civil Engg., SJCET Palai 37
Floor - Types
3. Hollow Core Slab System
– Slab with hollow hole throughout the length
– Reinforced with prestressed strands
– This is a type of precast (prefab) slab
– Stacked according to requirement on beams and
reinforced screed is provided at the top to have integrity
Department of Civil Engg., SJCET Palai 38
Floor - Types
4. Timber Floor
– Provides thermal insulation
– Sometimes heating pipes are provided inside
– Will not be cold and slippery
– Highly susceptible to fire
Department of Civil Engg., SJCET Palai 39
Floor - Types
5. Steel – concrete composite floor
– Concrete is poured over corrugated steel deck
– Light weight
– Only less rebars required compared to conventional slabs
– Easy to construct – no formwork required
Department of Civil Engg., SJCET Palai 40
FLOORINGS
Department of Civil Engg., SJCET Palai 41
Flooring - Types
• Flooring or Floor Finish (floor covering) is the finish that is
applied on the floors
1. Mud Flooring
– used in rural India
– Moist earth is mixed with chopped straw or sand
– Sometimes thin wash of cow dung is provided
Department of Civil Engg., SJCET Palai 42
Flooring - Types
2. Muram Flooring
– Mine waste is called „muram‟
– Look almost like mud flooring
– 150 mm thick muram is laid. Water is sprinkler over it and
rammed. The surface is leveled.
– If required, cow dung wash is provided.
Department of Civil Engg., SJCET Palai 43
Flooring - Types
3. Brick Flooring
– Normally used in godowns and factories
– 75 mm thick layer sand is laid, over which brick is laid
with lean concrete.
– Polished if required to avoid wear and tear
Department of Civil Engg., SJCET Palai 44
Flooring - Types
4. Flagstone Flooring
– Laminated sandstones or slates of 20 – 40 mm thickness
are known as flagstones
– flagstone tiles are available with different sizes
– These tiles are spread over 20- 25 mm thick mortar
– Joints are finished with rich mortar
Department of Civil Engg., SJCET Palai 45
Flooring - Types
5. Terrazzo/ Mosaic Flooring
– Marble chips or glazed stones
– Marble chips are mixed in cement
with proportion 1:2 and 6mm thick
toping with cement / lime mortar is
laid
– The top is tamped and rolled
– Additional marble chips are added
during the tamping operation
– It is cured for 2 – 3 days
– The layer is ground, finished and
polished
Department of Civil Engg., SJCET Palai 46
Flooring - Types
7. Tile Flooring
– Tiles are manufactured in factory out of mainly clay
(kaolin) burnt at high temperature  Porcelain
– Three types: (a) unglazed (b) glazed (c) Vetrified
– Glazed  coat of enamel or glass is applied to top of tiles
– Vitrified  hydraulic pressing the clay and other
ingredients to get vitreous (glassy ) surface
Department of Civil Engg., SJCET Palai 47
Flooring - Types
8. Marble Flooring
– Marble is cut as tiles and placed on mortar
– Polished to get glossy surface
9. Granite Flooring
– Granite rocks are cut into tiles and placed on mortar
– Polished
Department of Civil Engg., SJCET Palai 48
Flooring - Types
10. Timber Flooring
– Costly and make sound
– Sustain heat inside room, not
slippery
11. Linoleum Flooring
– Linoleum sheets are
manufactured by mixing
oxidized linseed oil, resins,
pigments and filler material
(wood flour)
– Durable and cheap
Department of Civil Engg., SJCET Palai 49
Flooring - Types
12. Vinyl Flooring
– Continous flexible sheets which can be printed
– Vinyl flooring is extensively used because it is water-
impervious, fairly durable, insulating, easy to install,
available with a variety of appearances, and inexpensive.
– Lot of environmental issues regarding manufacturing and
disposal
– Catch fire easily, emit poisonous gas upon heating. Vinyl
fires are hard to extinguish
Department of Civil Engg., SJCET Palai 50
Flooring - Types
13. Vacuum Dewatered Flooring (VDF)
– Excess water is removed from concrete by suction
– Strong (since water – cement ratio is less) Hard and
smooth (no shrinkage cracks) concrete is obtained.
– The concrete is polished and used directly without any
finish - initial cost and maintenance cost for finish is
reduced
Department of Civil Engg., SJCET Palai 51
Flooring Types
14. Interlocking Rubber Tiles
– Rubber - regular or foamed
– Easy to install and remove
– No need of mortar
Department of Civil Engg., SJCET Palai 52
ROOFS
Department of Civil Engg., SJCET Palai 53
Roofs
• Topmost portion of a building which protects the building and
its inhabitants.
• it provides protection against rain, snow, sunlight, extremes
of temperature, and wind
• Also give additional living space: ex. Roof garden, party
space (patio)
• Considerations of selection of roofing:
1. Climatic condition – rainy (sloping), snowy (sloping),
tropical without much rain (flat), windy (slightly sloping),
dusty (shell – dome)
2. Span of space to be accommodated
3. Materials locally available
4. Architectural requirement
Department of Civil Engg., SJCET Palai 54
Roofs
Features of Good Roof (roofing material)
1. Structural stability – under the service loads
2. Proper insulation for cold, heat and sunlight
3. Fire resistance
4. Damp-proof and leak proof
5. Durability
6. Aesthetics suitable for the building architecture
Taxonomy of Roofs
1. Flat / Terraced Roofs
2. Pitched/ Sloping Roofs
3. Folded plate Roofs
4. Shell Roofs
5. Membrane/ fabric roofs
55
Roofs - Taxonomy
Flat (Terrace) Roofs
• Flat or slight slope (< 10°)
• Normally adopted for moderate rainfall region, however, also
adopted for high-rainfall regions with proper waterproofing
• Advantages:
– Roof can be used as terrace ( extra living space)
– Add another storey any time
– Overhead water tanks can be located easily
• Disadvantages:
– Self weight is large
– Not suitable for high snowfall or rainfall regions
– Requires costly water-proofing treatments
Department of Civil Engg., SJCET Palai 56
Roofs - Taxonomy
1. Mud Terrace roof
2. Punjab Terrace Roof
3. Maharashtra Terrace Roof
4. MP (Madhya Pradesh) Terrace Roof
5. Madras (brick jelly) Terrace Roof
6. Bengal Terrace Roof
7. RCC Roofs
Department of Civil Engg., SJCET Palai 57
Mud Terrace roof Punjab Terrace roof
Madras Terrace roof
Bengal Terrace roof
Roofs - Taxonomy
Pitched (Sloped) Roofs
• Preferred in areas with heavy rainfall or snowfall
• Slope ranges from 10° to 60° (30° common in kerala)
• Different roofing sheets are used over the sloped roofs
• Elements of a sloped roof:
Department of Civil Engg., SJCET Palai 58
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 59
Parts of a pitched roof
Roofs - Taxonomy
1. Single Roofs
• Rafters are placed at ~ 1 m spacing
• Rafters are the main members which take load
• Suitable for span is very less
• No purlins are provided
• Only for wooden type
a) Lean-to Roof
b) Couple Roof
c) Couple-Close roof
d) Collar – beam roof
2. Double Roof (Purlin Roof)
• Purlins are provided
• Can span more than single roofs
• Material – wood or steel
Department of Civil Engg., SJCET Palai 60
Roofs - Taxonomy
2. Trussed Roof
– Can accommodate large spans
– Truss – is a framework of slender members
– Purlins support the roof covering – purlins are supported
on over trusses
– Wood and steel
– In case of steel, joints are made by rivetting, bolting or
welding
– Steel is most commonly used world-wide
Department of Civil Engg., SJCET Palai 61
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 62
Parts of a typical Wooden Truss
(king-post type)
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 63
Parts of a typical Steel Truss
(Fink – type)
Roofs - Taxonomy
• Different Shapes of trusses
Department of Civil Engg., SJCET Palai 64
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 65
Roofs - Taxonomy
Folded Plate Roof
– Folded plate is a slab with number of folds.
– This is also known as hipped plate or Faltwerke
– Because of the folds, the plate achieve inherent stiffness
when compared to flat plates
Department of Civil Engg., SJCET Palai 66
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 67
Roofs - Taxonomy
Shell Roof
– Shell roofs are curved roofs with thickness is very small
– Load is transferred by „membrane action‟ (compressive
membrane force)
– It can span large space , but formwork is costly
– Different types are: dome, paraboloid, ellipsoid,
hyperbolic paraboloid etc.
Department of Civil Engg., SJCET Palai 68
Roofs - Taxonomy
Department of Civil Engg., SJCET Palai 69
Cylindrical
ellipsoidal
spherical
paraboloidal
Hyperbolic
paraboloidal
Roofs - Taxonomy
Membrane Roof
– Membrane / Fabric roof transfer load by membrane action
(tensile membrane force)
– Very versatile – architectural beauty
– Used for temporary structures
Department of Civil Engg., SJCET Palai 70
ROOFINGS
Department of Civil Engg., SJCET Palai 71
Roofings (Roof Coverings)
Taxonomy of roofings for pitched roof :
1. Thatch Covering
– Dried plant stems, straw, reeds, palm leaves, coconut
leaves
– Truss may be wooden or bamboo
– Now a days used for architectural purpose
Department of Civil Engg., SJCET Palai 72
Roofing
2. Tiled Roof
• Roof tiles are designed mainly to keep out rain, and are
traditionally made from locally available materials such as
terracotta or slate.
• Modern materials such as concrete and plastic are also used
and some clay tiles have a waterproof glaze.
Department of Civil Engg., SJCET Palai 73
Roofings
3. AC Sheet
– Width of AC sheet vary from 1 m to 1.2 m, length 1.75 to
3 m.
– Two types : (a) corrugated (b) Trafford
– Fixed on to steel purlins using J-bolts and washers
– Will not provide thermal comfort
– Occasional cleaning is necessary
Department of Civil Engg., SJCET Palai 74
Roofings
4. GI Sheets
– Galvanization of iron make it rust-proof
– Fixed to steel purlins with J-bolt and washers
– Durable, fireproof and lightweight
– Noisy during rain
Department of Civil Engg., SJCET Palai 75
Roofings
5. Aluminium Sheets
– Aluminium and aluminium composite form
– Highly corrosion resistant – can be used for highly
corrosive industrial environment
– Though the metal is a good conductor of heat, its high
reflectivity of radiant heat and light – provide more
thermal comfort
– Environmental friendly – manufacturing process and
disposal (recycling)
Department of Civil Engg., SJCET Palai 76
Roofings
6. Shingles
– roof covering consisting of individual overlapping
elements.
– Shingles are made of various materials such as wood,
slate, flagstone, metal, plastic, and composite materials
such as fibre cement and asphalt shingles.
– Usually nailed or pasted to existing roof
– Not very suitable for tropical climate
Department of Civil Engg., SJCET Palai 77
DOORS
Department of Civil Engg., SJCET Palai 78
Doors
• Definition of door :
– A door may be defined as “an openable barrier or as a
framework of wood, steel, aluminum, glass or a
combination of these materials secured in a wall
opening”.
• Function of door :
1. It is provided to give or deny access to the inside of a
room or portion of a building.
2. Provide lighting and ventilation of rooms.
3. They act as a barrier to noise and heat
Department of Civil Engg., SJCET Palai 79
Doors
• Consideration while selecting location:
– Doors shall be preferably at the corners of the room
– If two doors necessary for passage, shall be given on
opposite walls, facing each other.
– Toilet door shall be arranged without disturbing the utility
of the room
Department of Civil Engg., SJCET Palai 80
Anatomy of a Door
Department of Civil Engg., SJCET Palai 81
Taxonomy of Door (summary)
• Method of Construction
– Battened
• Battened and ledged
• Battened, ledged and
braced
• Battened, ledged and
framed
• Battened, ledged,
framed and braced
– Panelled
– Flushed
– Glazed
– Louvered
– Wire Gauzed
Department of Civil Engg., SJCET Palai 82
• Working Operation
‾ Casement
‾ Revolving
‾ Sliding
‾ Swing
‾ Collapsible
‾ Rolling Shutters
• Material
‾ Glass
‾ Mild steel
‾ Metal covered plywood
‾ Timber
Taxonomy of Door
A. Method of Construction
1. Battened Doors
(a) Battened and Ledged (BL)
Doors
– Simplest and cheapest
– Only battens are provided
– Normally used for temporary
buildings or low cost buildings
Department of Civil Engg., SJCET Palai 83
Taxonomy of Door
(b) Battened, Ledged and Braced (BLB) Doors
– Bracings are added to BL doors for integrity
– This is also cheap
Department of Civil Engg., SJCET Palai 84
Taxonomy of Door
(c) Battened, Ledged and Framed (BLF) Door
– Frames are provided for BL Doors, it will become BLF
doors
Department of Civil Engg., SJCET Palai 85
Taxonomy of Door
(d) Battened, Ledged, Braced and Framed (BLBF) Door
– Bracing is added to BLF door
Department of Civil Engg., SJCET Palai 86
Taxonomy of Door
2. Panelled Doors
– strong and pleasing appearance compared to battened
doors
– This will be always framed – thus called as Panelled and
framed doors
– Can be (a) single leaf (shutter) (b) double leaf (shutter)
Department of Civil Engg., SJCET Palai 87
Taxonomy of Door
3. Flush Doors
– Wood doors flushed with plywood or veneer
– Sometime provided with peep hole
Department of Civil Engg., SJCET Palai 88
Taxonomy of Door
4. Glaze/ Sash Doors
– Glass is provided for architectural beauty and for vision
– (a) fully glazed (b) partially gazed
Department of Civil Engg., SJCET Palai 89
Taxonomy of Door
5. Louvered Doors
– Louvered doors are provided to enhance ventilation with
privacy
– Louver material can be (a) glass (b) wood
– Louver mobility : (a) movable (b) fixed
Department of Civil Engg., SJCET Palai 90
Taxonomy of Door
7. Wire Gauzed Doors
– Permits natural ventilation and light, but restrict the entry
of flied and mosquitoes
Department of Civil Engg., SJCET Palai 91
Taxonomy of Door
B. Working Operation
1. Casement doors
– Two shutters with hinges on sides
Department of Civil Engg., SJCET Palai 92
Taxonomy of Door
B. Working Operation
2. Revolving doors
– Provided in public buildings, theatres and malls for
constant visitors
Department of Civil Engg., SJCET Palai 93
Taxonomy of Door
3. Sliding Doors
– with the help of runners and guide rails, the door slides to
sides
– Provided when space is not sufficient for normal opening
Department of Civil Engg., SJCET Palai 94
Taxonomy of Door
4. Swing Doors
– Swing door can rotate to either sides – easy for a person
to move inside or outside
– Normally always glazed
– Attached with springs
– (a) single shutter (b) double shutter
Department of Civil Engg., SJCET Palai 95
Taxonomy of Door
5. Collapsible doors
– acts like a metallic curtain which can get opened and
closed by horizontal pull or push
– (a) single shutter (b) double shutter
– Provided for extra security in public buildings, lifts, glazed
doors…
Department of Civil Engg., SJCET Palai 96
Taxonomy of Door
6. Rolling Shutters
– Consist of a frame, drum and a shutter made of thin steel
plates
– Shutter moves on steel guides
– Counterbalancing is made with helical springs in the drum
– Very strong and provide safety to the property
Department of Civil Engg., SJCET Palai 97
Taxonomy of Door
C. Material
1. Glass Doors
– Full glass - used
2. Mild Steel Doors
– Joists/ corrugated sheets
plates
– Paintings can be done
3. Metal covered Plywood
doors
4. Timber Doors
Department of Civil Engg., SJCET Palai 98
WINDOWS
Department of Civil Engg., SJCET Palai 99
Windows
• Vented barrier in a wall opening to admit light and air
• Also provide outside/inside view
• Enhance appearance to building by breaking the monotony
of walls
• Consideration of selection and placement:
1. Location of room
2. Size of room
3. Direction of wind
4. Cross ventilation
5. Architectural point of view
Department of Civil Engg., SJCET Palai 100
Windows
A. Method of Construction
1. Panelled
2. Glazed
3. Louvered
– (a) movable louver (b) fixed louver
B. Type of Opening
1. Fixed
– Does not open
2. Sliding
– The panel can be slide
– (a) single panel (b) double panel
(c) triple panel
3. Pivoted
– The shutters are rotated on a
pivot to open
(a) vertically pivoted
(b) horizontally pivoted
Department of Civil Engg., SJCET Palai 101
Windows
4. Casement Window
– Shutters hinged on sides like door like casement door
5. Single hung and Double Hung
– Double-Hung windows have two operating sash that
move up and down allowing for ventilation on the top,
bottom or both.
– Single-Hung windows allow ventilation through a single
operable lower sash.
Department of Civil Engg., SJCET Palai 102
Windows
C. Position
1. Bay windows – provided on projected
walls
2. Corner windows – provided at corner
of a room – heavy lintels are necessary
3. Clerestory (Clear storey) Windows –
Windows above the eyelevel (provided
at landing of stairs, balcony of
churches)
4. Gable window – provided in the
gables
5. Skylight Window – for sloping roof
6. Dormer window – vertical windows on
a sloping roof
Department of Civil Engg., SJCET Palai 103
VENTILATORS
Department of Civil Engg., SJCET Palai 104
Ventilators
• Ventilators are openings provided for the exit of exhaust air
• Normally provided over lintel level
• Provides natural ventillation
• Should not provide on the windward direction (ex: West)
Department of Civil Engg., SJCET Palai 105
FINISHING WORKS
Department of Civil Engg., SJCET Palai 106
Introduction
• Finishing works include the last works done on a building to
improve the architectural beauty
• Includes:
– Plastering
– Pointing
– Puttying
– Colour washing
– Distempering
– Painting
– Varnishing
– DPC
– Antithermal Treatment
– Antitermite Treatment
Department of Civil Engg., SJCET Palai 107
Plastering
• Applying mortar coats on the surface of building elements
such as walls, columns, ceilings etc. to get smooth finish is
termed as plastering
• Cement mortar 1:4 or 1:6 is used
• Two to three coats of mortar are provided: first to get level
surface and subsequent to get smooth surface
• Thickness ~ 10 mm
• Uses:
– Smooth and pleasing surface
– To protect concrete against corrosion
– Protect other structures from rain and moisture
– Conceal inferior workmanship
Department of Civil Engg., SJCET Palai 108
Plastering
Requirements of Good Plaster
1. Should adhere to the surface irrespective of the climatic
changes
2. Prevent penetration of moisture and chemicals
3. Hard and durable
Department of Civil Engg., SJCET Palai 109
Plastering
Types of Plastering
1. Based on material used: Mud Mortar, Lime mortar, cement
mortar, gauged mortar, Gypsum
2. Based on Finish
a) Smooth Cast Finish
b) Rough Cast Finish
c) Sand Faced Finish
d) Pebble Dash
e) Scrapper Finish
f) Textured Finish
Department of Civil Engg., SJCET Palai 110
Plastering
Method of Plastering
1. Surface Preparation:
– RCC surface is chipped if not roughened before
– Brush and scrap the surface to make it free from mortar,
oil, efflorescence and loose materials
– The surface is washed and kept moist
2. Mixing ingredients of mortar
3. Applications:
– Primary coat applied
– Maintaining uniform thickness, first coat is applied
– Second Coat is provided if required
4. Curing
Department of Civil Engg., SJCET Palai 111
Plastering
Defects in Plastering
1. Blistering - formation of small patched of plaster swelling
out beyond the plastered surface
2. Cracking – especially shrinkage cracks
3. Efflorescence
4. Flaking – due to poor bond between surface and plaster
Department of Civil Engg., SJCET Palai 112
Plastering
5. Peeling – complete dislocation of some portion of the
plastered surface – due to imperfect bond
6. Rust Stains – when plaster is applied on metals
7. Uneven surface – due to poor workmanship
Department of Civil Engg., SJCET Palai 113
Pointing
• Finishing of mortar joints of masonry
• In exposed masonry finish, mortar joints are vulnerable spots
• In pointing, better quality mortar is used to fill these gaps in
finish
• Mortar : 1:3
• Procedure:
– Preparation of surface
• all joints are raked to depth 20 mm
• Cleaned and wetted
– Mortar is applied
– Cured
Department of Civil Engg., SJCET Palai 114
Pointing
Types of Pointing
1. Flush Pointing
– Pointing mortar is pressed hard in the raked joints and
finished flush with the edge of masonry units
2. Recessed Pointing
– Pointing mortar is pressed back by 5 mm or more from
the edges of masonry
Department of Civil Engg., SJCET Palai 115
Pointing
3. Beaded Pointing
– pointing done by a steel or iron with a concave edge
4. Struck Pointing
– face of the pointing is kept inclined to vertical, with its
upper edge pressed inside by 10 mm
Department of Civil Engg., SJCET Palai 116
Pointing
5. Rubbed (Keyed or grooved) Pointing
– Modification of flush pointing in which groove is formed at
its mid height by a pointing tool
6. Tuck Pointing
– Mortar is pressed in and finished flush
– A narrow groove is cut at the centre of groove
– This groove is then filled with white cement putty, kept
projecting beyond the face
Department of Civil Engg., SJCET Palai 117
Pointing
7. V- Pointing
– It forms V- groove with pointing tool
8. Weathered Pointing
– Made by making a projection in the form of V-shape
Department of Civil Engg., SJCET Palai 118
Whitewashing
• Whitewash (Calcimine or lime paint) is a low-cost paint made
from slaked lime (Ca(OH)2) and chalk(CaCO3 ) – Base
• Carrier - Water
• Whitewash cures through a reaction with carbon dioxide in
the atmosphere to form calcium carbonate in the form of
calcite, a reaction known as carbonation.
• It has got mild antibacterial property
• Occasionally colour is used, but not popular as it can rub off
onto clothing
• Lime Wash is pure slaked lime in water. Lime wash and
white wash both cure to become same material
• Additives: glue, water glass, egg white, linseed oil, cement
or pig‟s blood
Department of Civil Engg., SJCET Palai 119
Whitewashing
• Process:
– Preparation of white wash – White wash is prepared
from fat lime. 5 litres of water added to 1 kg lime allowed
to stand for 24 hrs.
– Preparation of surface – The new surface should be
thoroughly cleaned off all dirt, dust mortar and other
foreign matter before white wash is applied.
– Application of White wash – It is applied with brush, to
the specified number of coats(generally 3). Operation in
each coat should consist of a stroke of the brush given
from top downwards, another from the bottom upwards.
Department of Civil Engg., SJCET Palai 120
Colour Washing
• Colour wash is a painting technique that adds a thin layer of
darker colour over a previously painted surface in the same
colour group.
• Colour washing creates soft, muted tones that can dress up
drab, plain walls.
• The technique involves mixing paint with glaze; the glaze
thins the paint and slows its drying time to make it easier to
work with.
• Color washing your walls gives them a warm, textured look.
Department of Civil Engg., SJCET Palai 121
Distempers
• Distempers are the cheaper variety of paints in which chalk
is used as base and water is used as carrier
• These are also called „water paints‟ available in powder
• It is made by mixing whiting and glue boiled water
• A Binder commonly used is glue or casein.
• Application:
– Preparation of surface: thoroughly rubbed and cleaned.
Cracks if found filled with putty
– Priming coat
– Final coats: two or three coats. Each coat applied only
after previous coat is dried.
Department of Civil Engg., SJCET Palai 122
Distempers
Types:
1. White distempers
2. Coloured distempers
3. Oil bound distempers
4. Acrylic Distempers
Department of Civil Engg., SJCET Palai 123
Painting
• Coatings of fluid materials applied as a final finish to all
surfaces.
• Functions of paints:
– Protect the coated surface against chemical attack
– Decoration with smooth and colourful finish
– Resist formation of bacteria and fungi colonies
Department of Civil Engg., SJCET Palai 124
Paint
Base Pigment Binder Driers Solvents
Painting
1. Base
– A solid substance in a form of fine powder, forming the bulk of
a paint.
– It is generally a metallic oxide.
– A base in a paint provides opaque coating to hide the surface
to be painted.
– Commonly used Bases are White Lead, Red Lead, Oxides of
Iron and Zinc.
2. Pigment
– Natural colours - Orches, Umbers and iron oxides.
– Calcined colours - Lamp Black, Indian Red, Carbon Black
– Precipitates – Prussian Blue, Chrome green and yellow
– Lakes – Prepared by discolouring barytes or china clay with the
help of suitable dyes.
Department of Civil Engg., SJCET Palai 125
Painting
3. Binder
– These are liquid substances which hold the different in
gradients of a paint in liquid suspension.
– It makes the paint to spread evenly on the surface.
– Commonly used Binders are Tug oil, Linseed oil, poppy oil.
4. Driers
– aid drying as well as hardening
5. Solvents
– Solvents are added to paint to make it thin so that it can be
easily applied on surfaces.
– It also helps the paint in penetrating through the porous
surface of the background.
– Commonly used solvents are Alcohol, Naphtha, Benzene.
Department of Civil Engg., SJCET Palai 126
Painting
Characteristics of good paint
1. It should stick well to the surface and should be able to seal
the porous substrata.
2. Good consistency
3. The thickness of the paint film should be adequate for good
protection and decoration of the surface.
4. The paint film should dry rapidly.
5. The dried paint film should be able to withstand the adverse
weather effect for a long time without losing gloss.
6. It should posses good moisture resistance.
7. Its colour should not fade with the passage of time
Department of Civil Engg., SJCET Palai 127
Painting
Types of Paints
1. Aluminium Paints
– Contains finely ground aluminium in spirit or oil varnish
– Give nice protection to iron and steel against corrosion
– Does not oxidise and fade
2. Oil Paint
– General type of paint soluble in oil
– Normally three coats are applied
3. Enamel Paint
– Contains white lead, oil, petroleum spirit and resin
– Dry slowly forming hard tough elastic film
– Enamel painted surfaces are washable
Department of Civil Engg., SJCET Palai 128
Painting
4. Synthetic Rubber Paint
– Prepared from resisns
– Dries quickly and little affected by weather and sunlight
– This paint can be applied even on fresh concrete
5. Anti-corrossive paint
– Oil + strong drier + lead or zinc chrome + finely ground
sand
– Black in colour
6. Bituminous paint
– Dissolving asphalt in petroleum oil
– Black in colour
– Resist corrosion
Department of Civil Engg., SJCET Palai 129
Painting
7. Emulsion Paint
– Emulsion paint consists of tiny polymer particles within
which the pigments are trapped.
– The particles are suspended in water, then as the paint
dries the particles fuse together creating a film of paint on
the wall.
8. Cement Paint
– White cement, pigment and additives
– Should be applied on rough surface
– Exhibit excellent decorative appearance
Department of Civil Engg., SJCET Palai 130
Painting
9. Varnish
– Varnish is a solution of resin in either oil, turpentine or
alcohol
– Dries after applying, leaving a hard, transparent and
glossy film or resin over the varnished surface
– Applied on wooden surface to protect against
atmospheric action
10. Zinc Paint (Luminous Paint)
– Applied on metallic surface to give luminosity and
flourescence
– Zinc oxide or zinc sulphate is the main content
Department of Civil Engg., SJCET Palai 131
Painting
Defects in Painting
1. Blistering
– Formation of bubbles like shapes on
the painted surface is known as
blistering. The primary cause of this
defect is water vapor. When water
vapor trapped under the paint layer, it
creates bubbles under the film of paint.
2. Blooming
– Formation of dull patches on the
painted surface is known as blooming.
The primary cause of this defect is
poor quality of paint and improper
ventilation.
Department of Civil Engg., SJCET Palai 132
Painting
3. Fading
– When there is a gradual loss of colour
from the pained surface, it is known as
fading. The main cause of this defect is
the reaction of sunlight on pigments of
paint.
4. Flaking
– In this type of defect, some portion of
the paint film is not sticked properly
with the surface; resulting flaking off of
the paint layer. This is cause due to
poor adhesion between paint and the
surface to be painted.
Department of Civil Engg., SJCET Palai 133
Painting
5. Running
– This type of defect is seen when the
surface to be painted is very smooth.
In case of smooth surface the paint
runs back and leaves small areas of
surface uncovered.
6. Sagging
– This type of defect is more prominent
when a thick layer of paint is applied
on a vertical or inclined surface.
7. Wrinkling
– This type of defect is more prominent
when a thick layer of paint is applied
on a horizontal surface.
Department of Civil Engg., SJCET Palai 134
Damp Proofing
• Dampness is defined as the access or penetration of
moisture
• Causes:
– Moisture from ground
– Splashing of rain
– Exposed top wall
– Condensation of atmospheric moisture
– Presence of salts in concrete
Department of Civil Engg., SJCET Palai 135
Damp Proofing
Effects of Dampness
• Efflorescence in mortar and brick, leeching in concrete
• Plaster softens and crumbles.
• Materials used for wall decorations are damaged.
• Stones ,bricks and tiles disintegrate
• Floor finish may be damaged
• Woodworks decays due to dry rot.
• Metal components of building corrodes.
• Electrical fittings are damaged
• Dampness leads to breeding of mosquitoes, growth of
termites and germs carrying diseases such as tuberculosis
• Growth of fungi
Department of Civil Engg., SJCET Palai 136
Damp Proofing
Damp Prevention Technique
1. Use of Damp Proof Courses (DPC)
– Provided at different parts of building to prevent
dampness to enter
– DPC consist of water repellent material like bitumen,
cement concrete, metal or plastic sheets
Department of Civil Engg., SJCET Palai 137
Damp Proofing
Department of Civil Engg., SJCET Palai 138
Damp Proofing
2. Integral damp-proofing Treatments
– Adding concrete and mortar with materials
– Concrete can be added with damp-proof admixtures
which have hydrophobic properties
– Addition of pozzolans reduce the porosity and shrinkage
cracks in concrete, thereby reducing chance of damping
– Chalk, fuller‟s earth etc. can be added to mortar to make
dense and water proof
3. Cavity Walls
– Prevent moisture to enter the inner wall leaf
– Cavity walls also hides efflorescence
Department of Civil Engg., SJCET Palai 139
Damp Proofing
4. Shotcreting (Guniting)
– Rich mortar (1:3) or concrete is sprayed on to the surface
to close the possible cracks or capillaries
– Spraying is done pneumatically
5. Pressure Grouting (Cementation)
– Forcing cement grout (cement + fine sand + water) under
pressure into cracks or voids
Department of Civil Engg., SJCET Palai 140
Antitermite Treatment
• Termite spoil wooden materials, make path through masonry
and create tubular mud formation through the surface of
plastered walls
• They attack household articles like furniture, books…
Department of Civil Engg., SJCET Palai 141
Antitermite Treatment
Antitermite Treatment Methods
1. Preconstruction Treatment
(a) Soil/ site Preparation
• All trees, stumps, logs and roots removed from
building site
• All the organic debris removed
(b) Soil Treatment
• Anti-termite chemicals are used to form barrier
between ground and structure
• Chemicals include BHC, Aldrin, Chlordane,
Chloropyrifos.
Department of Civil Engg., SJCET Palai 142
Antitermite Treatment
(c) Structural Barriers
• Physical structural barrier is provided continuously at
plinth level to prevent termite entry
• Concrete layer are normally provided with ~ 80 mm
thickness
• Copper or galvanised iron of ~ 1mm thick is also
provided
2. Post construction Treatment
– Maintenance of buildings already under attack
– The magnitude of attack is estimated and defective
points of colony are identified
– Antithermite emulsion is injected
Department of Civil Engg., SJCET Palai 143
144

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KTU CE 204 Construction Technology - Module 4

  • 1. CONSTRUCTION TECHNOLOGY Module 4 Fr. Dr. Bennet Kuriakose Department of Civil Engineering
  • 2. Syllabus Lintels and arches – types and construction details Floors and flooring – different types of floors and floor coverings Roofs and roof coverings – different types of roofs – suitability – types and uses of roofing materials Doors, windows and ventilators – types and construction details Finishing works – plastering, pointing, white washing, colour washing, distempering, painting. Methods of providing DPC. Termite proofing Department of Civil Engg., SJCET Palai 2
  • 3. LINTELS Department of Civil Engg., SJCET Palai 3
  • 4. Lintels • A lintel or lintol (older spelling) is a structural horizontal block that spans the space or opening between two vertical supports • Now it is defined as the member (width equal to that of wall) placed across openings like doors and windows • Uses: – Carry load from masonry above the lintel level and bridge between the gaps of doors or windows – Provide support and fixity to the sunshade (cantilever slab) – Provide integrity to masonry – Provides space for architectural beauty. Lintels used for ornamental purposes are called “architrave” or “epistyle” Department of Civil Engg., SJCET Palai 4
  • 5. Lintels Department of Civil Engg., SJCET Palai 5 Stonehenge (post and lintel) Ornamental lintel (Ellora Cave)
  • 6. Lintels (Classification) 1. Timber Lintels – Timber member is used as lintel – Cannot handle spans – If more span is required „flitched lintels‟ are often provided (with steel plates) – Vulnerable to fire Department of Civil Engg., SJCET Palai 6
  • 7. Lintels (Classification) 2. Stone Lintels – Abundantly used before invention of concrete – Used as single piece or double piece. – Give architectural beauty to stone masonry buildings Department of Civil Engg., SJCET Palai 7
  • 8. Lintels (Classification) 2. Masonry Lintels – These are used when the opening is less than 1m and lesser loads are acting. – Bricks with frogs are more suitable than normal bricks Department of Civil Engg., SJCET Palai 8
  • 9. Lintels (Classification) 3. Reinforced Brick Lintels – These are used when loads are heavy and span is greater than 1m. – The depth of reinforced brick lintel should be equal to 10 cm or 15 cm or multiple of 10 cm. Department of Civil Engg., SJCET Palai 9
  • 10. Lintels (Classification) 4. Steel Lintels – used when the superimposed loads are heavy and openings are large. – consist of rolled steel joists. – Sometimes used for retrofitting works Department of Civil Engg., SJCET Palai 10
  • 11. Lintels (Classification) 5. RCC Lintels – widely used to span the openings for doors, windows, etc. in a structure because of their strength, rigidity, fire resistance, economy and ease in construction. – These are suitable for all the loads and for any span. – Easy to support sunshades Department of Civil Engg., SJCET Palai 11
  • 12. ARCHES Department of Civil Engg., SJCET Palai 12
  • 13. Arches • An arch is a vertical curved structure that spans a space and support the weight over it. • From Greek word “arxi” (chief) or high • Structural behaviour  “arch action” (maintaining compressive stress within the arch – maintaining zero or very nominal tensile stress) • This can span larger span compared to beam • Has higher strength – to – weight ratio compared to beam/lintel Department of Civil Engg., SJCET Palai 13
  • 14. Arches Department of Civil Engg., SJCET Palai 14
  • 15. Arches Department of Civil Engg., SJCET Palai 15
  • 16. Arches – Parts • Intrados/ Soffit: The inner curve of an arch • Extrados: The outer curve of an arch • Voussoirs: The wedge-shaped units of masonry which are forming an arch • Crown: The highest part are peak point of extrados • Keystone: The wedge shaped unit which is fixed at the crown • Springings: support points of the arch • Springing Line: The imaginary line joining the springing points of either ends Department of Civil Engg., SJCET Palai 16
  • 17. Arches – Parts • Springer: The first voussoir after springing level • Span: The clear horizontal distance between the piers/ abutments • Rise: The clear vertical distance between the highest point on the intrados and the springing line • Depth or Height: The perpendicular distance between the intrados of arch to the extrados of arch Department of Civil Engg., SJCET Palai 17
  • 18. Arches – Parts • Thickness: breadth of soffit which is measured perpendicular to the front and back faces of an arch • Skew Back: This is an inclined surface or splayed surface on abutment, from which arch curve starts or ends. • Impost: The projecting course provided on the upper part of a pier or abutment to stress the springing line • Center of an Arch: Geometrical points based on which the arcs forming intrados of arch. Arch can have one or multiple centers. Department of Civil Engg., SJCET Palai 18
  • 19. Arches – Parts • Pier and Abutment: The intermediate support of an arch is called as pier. The end support of an arch is called as abutment. • Bed Joints: The joints between the voussoirs are called bed joints. These bed joints are radiate from center of arch. • Spandrel : If two arches are constructed side by side, then a curved triangular space is formed between the extrados with the base as horizontal line through the crown. This space is called as spandrel. Department of Civil Engg., SJCET Palai 19
  • 20. Arches - Taxonomy A. Based on Shape 1. Flat / French/ Jack Arch – For flat arch, the intrados and extrados are apparently flat and it acts as a base of equilateral triangle which was formed by the horizontal angle of 600 by skewbacks. – slight rise of camber of about 10 to 15 mm per meter width of opening is allowed for small settlements. – generally used for light loads, and for spans up to 1.5m. Department of Civil Engg., SJCET Palai 20
  • 21. Arches - Taxonomy 2. Segmental Arch – This is the basic type of arch used for buildings in which Centre of arch lies below the springing line. – In segmental arch, the thrust is transferred in inclined direction to the abutment. Department of Civil Engg., SJCET Palai 21
  • 22. Arches - Taxonomy 3. Semicircular/ Roman Arch – The shape is semi-circle – the thrust transferred to the abutments is perfectly vertical direction since skewback is horizontal. – In this type of arch, the Centre lies exactly on the springing line. Department of Civil Engg., SJCET Palai 22
  • 23. Arches - Taxonomy 4. Horseshoe/ Keyhole/ Moorish Arch – Horse Shoe Arch is in the shape of horse shoe which curves more than semi-circle. – This is generally considered for architectural provisions. Department of Civil Engg., SJCET Palai 23
  • 24. Arches - Taxonomy 5. Pointed / Gothic Arch – In this type of arch, two arcs of circles are met at the apex – A triangle is formed with apex and the springings as triangle - either isosceles or equilateral. Department of Civil Engg., SJCET Palai 24
  • 25. Arches - Taxonomy 6. Venetian (Venetian Gothic) Arch – Venetian arch is also pointed arch but its crown is deeper than springings. – It contains four Centres, all located on the springing line. Department of Civil Engg., SJCET Palai 25
  • 26. Arches - Taxonomy 7. Ogee Arch – Consists of two ogees (ogee  S-shape) – 4 centres Department of Civil Engg., SJCET Palai 26
  • 27. Arches - Taxonomy 8. Semielliptical Arch – Three centres – Rise is very less Department of Civil Engg., SJCET Palai 27
  • 28. Arches - Taxonomy 9. Bull’s eye Arch – Perfectly circular shape Department of Civil Engg., SJCET Palai 28
  • 29. Arches - Taxonomy B. Number of Centres 1. One Centred Arches – Segmental, semi-circular, flat, horse-shoe arches, Bull- eye 2. Two Centred Arches – Gothic 3. Three Centred Arches – Semielliptical arch 4. Four Centred Arches – Venetian arch, Ogee arch Department of Civil Engg., SJCET Palai 29
  • 30. Arches - Taxonomy C. Material and Workmanship 1. Rubble Stone Arches – Rubble arches are very weak and used only for inferior work. – These are made of rubble stones which are hammer dressed, roughly to shape and size and fixed in cement mortar. 2. Ashlar Stone Arches – the stones are cut to proper shape of voussoirs (a wedge- shaped or tapered stone used to construct an arch) and fully dressed, joined with cement mortar.Department of Civil Engg., SJCET Palai 30
  • 31. Arches - Taxonomy 3. Brick Arches – bricks are cut into voussoirs – (a) Rough brick (b) axed brick 4. Concrete Arches – (a) precast concrete block – (b) cast – in-situ Department of Civil Engg., SJCET Palai 31
  • 32. FLOORS Department of Civil Engg., SJCET Palai 32
  • 33. Floors • Horizontal elements of buildings which divide buildings into different levels and provide support for occupants, furniture and equipments. • Levels: – Basement floor (below ground level) – Ground floor (plinth level) – Upper floors (above GF) – Mezzanine Floor (A floor in between two regular floors) – Roof Floor Department of Civil Engg., SJCET Palai 33
  • 34. Requirements (Selection) of a Floor • Appearance: aesthetic appeal matching with the building • Hardness: (Resistance to abrasion) to be high • Offer proper friction: mainly in bathrooms or floor subjected to dampness • Smoothness: should give proper smooth and even surface • Durability: should be high • Damp resistance: should be damp resistant, especially when used in ground floor • Should not disintegrate under temperature • Should not make sound while walking • Should be cost effective Department of Civil Engg., SJCET Palai 34
  • 35. Floor - Types 1. Ground Floor • Red earth/ sand is compacted • Damp proof material (polythene sheet) is provided if required • Layers of brickbats and stones laid (or quarry waste) and compacted • PCC (1:4:8) is laid. If it is an industrial floor or floor with loads, rebars are provided (RCC) • Required finish is provided • DPC is provided for brick wall – basement interface Department of Civil Engg., SJCET Palai 35
  • 36. Floor - Types 2. RCC Floor System – Versatile and widely used – Types (a) normal slab (b) flat slab 36 Cranking Reinforcement details of slab
  • 37. Floor - Types – Flat slab system, beams are not provided – Provided when • More clear height • Flat soffit required for architectural purpose • If HVAC conduits are difficult to be laid – Drop panels are provided to resist punching shear Department of Civil Engg., SJCET Palai 37
  • 38. Floor - Types 3. Hollow Core Slab System – Slab with hollow hole throughout the length – Reinforced with prestressed strands – This is a type of precast (prefab) slab – Stacked according to requirement on beams and reinforced screed is provided at the top to have integrity Department of Civil Engg., SJCET Palai 38
  • 39. Floor - Types 4. Timber Floor – Provides thermal insulation – Sometimes heating pipes are provided inside – Will not be cold and slippery – Highly susceptible to fire Department of Civil Engg., SJCET Palai 39
  • 40. Floor - Types 5. Steel – concrete composite floor – Concrete is poured over corrugated steel deck – Light weight – Only less rebars required compared to conventional slabs – Easy to construct – no formwork required Department of Civil Engg., SJCET Palai 40
  • 41. FLOORINGS Department of Civil Engg., SJCET Palai 41
  • 42. Flooring - Types • Flooring or Floor Finish (floor covering) is the finish that is applied on the floors 1. Mud Flooring – used in rural India – Moist earth is mixed with chopped straw or sand – Sometimes thin wash of cow dung is provided Department of Civil Engg., SJCET Palai 42
  • 43. Flooring - Types 2. Muram Flooring – Mine waste is called „muram‟ – Look almost like mud flooring – 150 mm thick muram is laid. Water is sprinkler over it and rammed. The surface is leveled. – If required, cow dung wash is provided. Department of Civil Engg., SJCET Palai 43
  • 44. Flooring - Types 3. Brick Flooring – Normally used in godowns and factories – 75 mm thick layer sand is laid, over which brick is laid with lean concrete. – Polished if required to avoid wear and tear Department of Civil Engg., SJCET Palai 44
  • 45. Flooring - Types 4. Flagstone Flooring – Laminated sandstones or slates of 20 – 40 mm thickness are known as flagstones – flagstone tiles are available with different sizes – These tiles are spread over 20- 25 mm thick mortar – Joints are finished with rich mortar Department of Civil Engg., SJCET Palai 45
  • 46. Flooring - Types 5. Terrazzo/ Mosaic Flooring – Marble chips or glazed stones – Marble chips are mixed in cement with proportion 1:2 and 6mm thick toping with cement / lime mortar is laid – The top is tamped and rolled – Additional marble chips are added during the tamping operation – It is cured for 2 – 3 days – The layer is ground, finished and polished Department of Civil Engg., SJCET Palai 46
  • 47. Flooring - Types 7. Tile Flooring – Tiles are manufactured in factory out of mainly clay (kaolin) burnt at high temperature  Porcelain – Three types: (a) unglazed (b) glazed (c) Vetrified – Glazed  coat of enamel or glass is applied to top of tiles – Vitrified  hydraulic pressing the clay and other ingredients to get vitreous (glassy ) surface Department of Civil Engg., SJCET Palai 47
  • 48. Flooring - Types 8. Marble Flooring – Marble is cut as tiles and placed on mortar – Polished to get glossy surface 9. Granite Flooring – Granite rocks are cut into tiles and placed on mortar – Polished Department of Civil Engg., SJCET Palai 48
  • 49. Flooring - Types 10. Timber Flooring – Costly and make sound – Sustain heat inside room, not slippery 11. Linoleum Flooring – Linoleum sheets are manufactured by mixing oxidized linseed oil, resins, pigments and filler material (wood flour) – Durable and cheap Department of Civil Engg., SJCET Palai 49
  • 50. Flooring - Types 12. Vinyl Flooring – Continous flexible sheets which can be printed – Vinyl flooring is extensively used because it is water- impervious, fairly durable, insulating, easy to install, available with a variety of appearances, and inexpensive. – Lot of environmental issues regarding manufacturing and disposal – Catch fire easily, emit poisonous gas upon heating. Vinyl fires are hard to extinguish Department of Civil Engg., SJCET Palai 50
  • 51. Flooring - Types 13. Vacuum Dewatered Flooring (VDF) – Excess water is removed from concrete by suction – Strong (since water – cement ratio is less) Hard and smooth (no shrinkage cracks) concrete is obtained. – The concrete is polished and used directly without any finish - initial cost and maintenance cost for finish is reduced Department of Civil Engg., SJCET Palai 51
  • 52. Flooring Types 14. Interlocking Rubber Tiles – Rubber - regular or foamed – Easy to install and remove – No need of mortar Department of Civil Engg., SJCET Palai 52
  • 53. ROOFS Department of Civil Engg., SJCET Palai 53
  • 54. Roofs • Topmost portion of a building which protects the building and its inhabitants. • it provides protection against rain, snow, sunlight, extremes of temperature, and wind • Also give additional living space: ex. Roof garden, party space (patio) • Considerations of selection of roofing: 1. Climatic condition – rainy (sloping), snowy (sloping), tropical without much rain (flat), windy (slightly sloping), dusty (shell – dome) 2. Span of space to be accommodated 3. Materials locally available 4. Architectural requirement Department of Civil Engg., SJCET Palai 54
  • 55. Roofs Features of Good Roof (roofing material) 1. Structural stability – under the service loads 2. Proper insulation for cold, heat and sunlight 3. Fire resistance 4. Damp-proof and leak proof 5. Durability 6. Aesthetics suitable for the building architecture Taxonomy of Roofs 1. Flat / Terraced Roofs 2. Pitched/ Sloping Roofs 3. Folded plate Roofs 4. Shell Roofs 5. Membrane/ fabric roofs 55
  • 56. Roofs - Taxonomy Flat (Terrace) Roofs • Flat or slight slope (< 10°) • Normally adopted for moderate rainfall region, however, also adopted for high-rainfall regions with proper waterproofing • Advantages: – Roof can be used as terrace ( extra living space) – Add another storey any time – Overhead water tanks can be located easily • Disadvantages: – Self weight is large – Not suitable for high snowfall or rainfall regions – Requires costly water-proofing treatments Department of Civil Engg., SJCET Palai 56
  • 57. Roofs - Taxonomy 1. Mud Terrace roof 2. Punjab Terrace Roof 3. Maharashtra Terrace Roof 4. MP (Madhya Pradesh) Terrace Roof 5. Madras (brick jelly) Terrace Roof 6. Bengal Terrace Roof 7. RCC Roofs Department of Civil Engg., SJCET Palai 57 Mud Terrace roof Punjab Terrace roof Madras Terrace roof Bengal Terrace roof
  • 58. Roofs - Taxonomy Pitched (Sloped) Roofs • Preferred in areas with heavy rainfall or snowfall • Slope ranges from 10° to 60° (30° common in kerala) • Different roofing sheets are used over the sloped roofs • Elements of a sloped roof: Department of Civil Engg., SJCET Palai 58
  • 59. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 59 Parts of a pitched roof
  • 60. Roofs - Taxonomy 1. Single Roofs • Rafters are placed at ~ 1 m spacing • Rafters are the main members which take load • Suitable for span is very less • No purlins are provided • Only for wooden type a) Lean-to Roof b) Couple Roof c) Couple-Close roof d) Collar – beam roof 2. Double Roof (Purlin Roof) • Purlins are provided • Can span more than single roofs • Material – wood or steel Department of Civil Engg., SJCET Palai 60
  • 61. Roofs - Taxonomy 2. Trussed Roof – Can accommodate large spans – Truss – is a framework of slender members – Purlins support the roof covering – purlins are supported on over trusses – Wood and steel – In case of steel, joints are made by rivetting, bolting or welding – Steel is most commonly used world-wide Department of Civil Engg., SJCET Palai 61
  • 62. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 62 Parts of a typical Wooden Truss (king-post type)
  • 63. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 63 Parts of a typical Steel Truss (Fink – type)
  • 64. Roofs - Taxonomy • Different Shapes of trusses Department of Civil Engg., SJCET Palai 64
  • 65. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 65
  • 66. Roofs - Taxonomy Folded Plate Roof – Folded plate is a slab with number of folds. – This is also known as hipped plate or Faltwerke – Because of the folds, the plate achieve inherent stiffness when compared to flat plates Department of Civil Engg., SJCET Palai 66
  • 67. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 67
  • 68. Roofs - Taxonomy Shell Roof – Shell roofs are curved roofs with thickness is very small – Load is transferred by „membrane action‟ (compressive membrane force) – It can span large space , but formwork is costly – Different types are: dome, paraboloid, ellipsoid, hyperbolic paraboloid etc. Department of Civil Engg., SJCET Palai 68
  • 69. Roofs - Taxonomy Department of Civil Engg., SJCET Palai 69 Cylindrical ellipsoidal spherical paraboloidal Hyperbolic paraboloidal
  • 70. Roofs - Taxonomy Membrane Roof – Membrane / Fabric roof transfer load by membrane action (tensile membrane force) – Very versatile – architectural beauty – Used for temporary structures Department of Civil Engg., SJCET Palai 70
  • 71. ROOFINGS Department of Civil Engg., SJCET Palai 71
  • 72. Roofings (Roof Coverings) Taxonomy of roofings for pitched roof : 1. Thatch Covering – Dried plant stems, straw, reeds, palm leaves, coconut leaves – Truss may be wooden or bamboo – Now a days used for architectural purpose Department of Civil Engg., SJCET Palai 72
  • 73. Roofing 2. Tiled Roof • Roof tiles are designed mainly to keep out rain, and are traditionally made from locally available materials such as terracotta or slate. • Modern materials such as concrete and plastic are also used and some clay tiles have a waterproof glaze. Department of Civil Engg., SJCET Palai 73
  • 74. Roofings 3. AC Sheet – Width of AC sheet vary from 1 m to 1.2 m, length 1.75 to 3 m. – Two types : (a) corrugated (b) Trafford – Fixed on to steel purlins using J-bolts and washers – Will not provide thermal comfort – Occasional cleaning is necessary Department of Civil Engg., SJCET Palai 74
  • 75. Roofings 4. GI Sheets – Galvanization of iron make it rust-proof – Fixed to steel purlins with J-bolt and washers – Durable, fireproof and lightweight – Noisy during rain Department of Civil Engg., SJCET Palai 75
  • 76. Roofings 5. Aluminium Sheets – Aluminium and aluminium composite form – Highly corrosion resistant – can be used for highly corrosive industrial environment – Though the metal is a good conductor of heat, its high reflectivity of radiant heat and light – provide more thermal comfort – Environmental friendly – manufacturing process and disposal (recycling) Department of Civil Engg., SJCET Palai 76
  • 77. Roofings 6. Shingles – roof covering consisting of individual overlapping elements. – Shingles are made of various materials such as wood, slate, flagstone, metal, plastic, and composite materials such as fibre cement and asphalt shingles. – Usually nailed or pasted to existing roof – Not very suitable for tropical climate Department of Civil Engg., SJCET Palai 77
  • 78. DOORS Department of Civil Engg., SJCET Palai 78
  • 79. Doors • Definition of door : – A door may be defined as “an openable barrier or as a framework of wood, steel, aluminum, glass or a combination of these materials secured in a wall opening”. • Function of door : 1. It is provided to give or deny access to the inside of a room or portion of a building. 2. Provide lighting and ventilation of rooms. 3. They act as a barrier to noise and heat Department of Civil Engg., SJCET Palai 79
  • 80. Doors • Consideration while selecting location: – Doors shall be preferably at the corners of the room – If two doors necessary for passage, shall be given on opposite walls, facing each other. – Toilet door shall be arranged without disturbing the utility of the room Department of Civil Engg., SJCET Palai 80
  • 81. Anatomy of a Door Department of Civil Engg., SJCET Palai 81
  • 82. Taxonomy of Door (summary) • Method of Construction – Battened • Battened and ledged • Battened, ledged and braced • Battened, ledged and framed • Battened, ledged, framed and braced – Panelled – Flushed – Glazed – Louvered – Wire Gauzed Department of Civil Engg., SJCET Palai 82 • Working Operation ‾ Casement ‾ Revolving ‾ Sliding ‾ Swing ‾ Collapsible ‾ Rolling Shutters • Material ‾ Glass ‾ Mild steel ‾ Metal covered plywood ‾ Timber
  • 83. Taxonomy of Door A. Method of Construction 1. Battened Doors (a) Battened and Ledged (BL) Doors – Simplest and cheapest – Only battens are provided – Normally used for temporary buildings or low cost buildings Department of Civil Engg., SJCET Palai 83
  • 84. Taxonomy of Door (b) Battened, Ledged and Braced (BLB) Doors – Bracings are added to BL doors for integrity – This is also cheap Department of Civil Engg., SJCET Palai 84
  • 85. Taxonomy of Door (c) Battened, Ledged and Framed (BLF) Door – Frames are provided for BL Doors, it will become BLF doors Department of Civil Engg., SJCET Palai 85
  • 86. Taxonomy of Door (d) Battened, Ledged, Braced and Framed (BLBF) Door – Bracing is added to BLF door Department of Civil Engg., SJCET Palai 86
  • 87. Taxonomy of Door 2. Panelled Doors – strong and pleasing appearance compared to battened doors – This will be always framed – thus called as Panelled and framed doors – Can be (a) single leaf (shutter) (b) double leaf (shutter) Department of Civil Engg., SJCET Palai 87
  • 88. Taxonomy of Door 3. Flush Doors – Wood doors flushed with plywood or veneer – Sometime provided with peep hole Department of Civil Engg., SJCET Palai 88
  • 89. Taxonomy of Door 4. Glaze/ Sash Doors – Glass is provided for architectural beauty and for vision – (a) fully glazed (b) partially gazed Department of Civil Engg., SJCET Palai 89
  • 90. Taxonomy of Door 5. Louvered Doors – Louvered doors are provided to enhance ventilation with privacy – Louver material can be (a) glass (b) wood – Louver mobility : (a) movable (b) fixed Department of Civil Engg., SJCET Palai 90
  • 91. Taxonomy of Door 7. Wire Gauzed Doors – Permits natural ventilation and light, but restrict the entry of flied and mosquitoes Department of Civil Engg., SJCET Palai 91
  • 92. Taxonomy of Door B. Working Operation 1. Casement doors – Two shutters with hinges on sides Department of Civil Engg., SJCET Palai 92
  • 93. Taxonomy of Door B. Working Operation 2. Revolving doors – Provided in public buildings, theatres and malls for constant visitors Department of Civil Engg., SJCET Palai 93
  • 94. Taxonomy of Door 3. Sliding Doors – with the help of runners and guide rails, the door slides to sides – Provided when space is not sufficient for normal opening Department of Civil Engg., SJCET Palai 94
  • 95. Taxonomy of Door 4. Swing Doors – Swing door can rotate to either sides – easy for a person to move inside or outside – Normally always glazed – Attached with springs – (a) single shutter (b) double shutter Department of Civil Engg., SJCET Palai 95
  • 96. Taxonomy of Door 5. Collapsible doors – acts like a metallic curtain which can get opened and closed by horizontal pull or push – (a) single shutter (b) double shutter – Provided for extra security in public buildings, lifts, glazed doors… Department of Civil Engg., SJCET Palai 96
  • 97. Taxonomy of Door 6. Rolling Shutters – Consist of a frame, drum and a shutter made of thin steel plates – Shutter moves on steel guides – Counterbalancing is made with helical springs in the drum – Very strong and provide safety to the property Department of Civil Engg., SJCET Palai 97
  • 98. Taxonomy of Door C. Material 1. Glass Doors – Full glass - used 2. Mild Steel Doors – Joists/ corrugated sheets plates – Paintings can be done 3. Metal covered Plywood doors 4. Timber Doors Department of Civil Engg., SJCET Palai 98
  • 99. WINDOWS Department of Civil Engg., SJCET Palai 99
  • 100. Windows • Vented barrier in a wall opening to admit light and air • Also provide outside/inside view • Enhance appearance to building by breaking the monotony of walls • Consideration of selection and placement: 1. Location of room 2. Size of room 3. Direction of wind 4. Cross ventilation 5. Architectural point of view Department of Civil Engg., SJCET Palai 100
  • 101. Windows A. Method of Construction 1. Panelled 2. Glazed 3. Louvered – (a) movable louver (b) fixed louver B. Type of Opening 1. Fixed – Does not open 2. Sliding – The panel can be slide – (a) single panel (b) double panel (c) triple panel 3. Pivoted – The shutters are rotated on a pivot to open (a) vertically pivoted (b) horizontally pivoted Department of Civil Engg., SJCET Palai 101
  • 102. Windows 4. Casement Window – Shutters hinged on sides like door like casement door 5. Single hung and Double Hung – Double-Hung windows have two operating sash that move up and down allowing for ventilation on the top, bottom or both. – Single-Hung windows allow ventilation through a single operable lower sash. Department of Civil Engg., SJCET Palai 102
  • 103. Windows C. Position 1. Bay windows – provided on projected walls 2. Corner windows – provided at corner of a room – heavy lintels are necessary 3. Clerestory (Clear storey) Windows – Windows above the eyelevel (provided at landing of stairs, balcony of churches) 4. Gable window – provided in the gables 5. Skylight Window – for sloping roof 6. Dormer window – vertical windows on a sloping roof Department of Civil Engg., SJCET Palai 103
  • 104. VENTILATORS Department of Civil Engg., SJCET Palai 104
  • 105. Ventilators • Ventilators are openings provided for the exit of exhaust air • Normally provided over lintel level • Provides natural ventillation • Should not provide on the windward direction (ex: West) Department of Civil Engg., SJCET Palai 105
  • 106. FINISHING WORKS Department of Civil Engg., SJCET Palai 106
  • 107. Introduction • Finishing works include the last works done on a building to improve the architectural beauty • Includes: – Plastering – Pointing – Puttying – Colour washing – Distempering – Painting – Varnishing – DPC – Antithermal Treatment – Antitermite Treatment Department of Civil Engg., SJCET Palai 107
  • 108. Plastering • Applying mortar coats on the surface of building elements such as walls, columns, ceilings etc. to get smooth finish is termed as plastering • Cement mortar 1:4 or 1:6 is used • Two to three coats of mortar are provided: first to get level surface and subsequent to get smooth surface • Thickness ~ 10 mm • Uses: – Smooth and pleasing surface – To protect concrete against corrosion – Protect other structures from rain and moisture – Conceal inferior workmanship Department of Civil Engg., SJCET Palai 108
  • 109. Plastering Requirements of Good Plaster 1. Should adhere to the surface irrespective of the climatic changes 2. Prevent penetration of moisture and chemicals 3. Hard and durable Department of Civil Engg., SJCET Palai 109
  • 110. Plastering Types of Plastering 1. Based on material used: Mud Mortar, Lime mortar, cement mortar, gauged mortar, Gypsum 2. Based on Finish a) Smooth Cast Finish b) Rough Cast Finish c) Sand Faced Finish d) Pebble Dash e) Scrapper Finish f) Textured Finish Department of Civil Engg., SJCET Palai 110
  • 111. Plastering Method of Plastering 1. Surface Preparation: – RCC surface is chipped if not roughened before – Brush and scrap the surface to make it free from mortar, oil, efflorescence and loose materials – The surface is washed and kept moist 2. Mixing ingredients of mortar 3. Applications: – Primary coat applied – Maintaining uniform thickness, first coat is applied – Second Coat is provided if required 4. Curing Department of Civil Engg., SJCET Palai 111
  • 112. Plastering Defects in Plastering 1. Blistering - formation of small patched of plaster swelling out beyond the plastered surface 2. Cracking – especially shrinkage cracks 3. Efflorescence 4. Flaking – due to poor bond between surface and plaster Department of Civil Engg., SJCET Palai 112
  • 113. Plastering 5. Peeling – complete dislocation of some portion of the plastered surface – due to imperfect bond 6. Rust Stains – when plaster is applied on metals 7. Uneven surface – due to poor workmanship Department of Civil Engg., SJCET Palai 113
  • 114. Pointing • Finishing of mortar joints of masonry • In exposed masonry finish, mortar joints are vulnerable spots • In pointing, better quality mortar is used to fill these gaps in finish • Mortar : 1:3 • Procedure: – Preparation of surface • all joints are raked to depth 20 mm • Cleaned and wetted – Mortar is applied – Cured Department of Civil Engg., SJCET Palai 114
  • 115. Pointing Types of Pointing 1. Flush Pointing – Pointing mortar is pressed hard in the raked joints and finished flush with the edge of masonry units 2. Recessed Pointing – Pointing mortar is pressed back by 5 mm or more from the edges of masonry Department of Civil Engg., SJCET Palai 115
  • 116. Pointing 3. Beaded Pointing – pointing done by a steel or iron with a concave edge 4. Struck Pointing – face of the pointing is kept inclined to vertical, with its upper edge pressed inside by 10 mm Department of Civil Engg., SJCET Palai 116
  • 117. Pointing 5. Rubbed (Keyed or grooved) Pointing – Modification of flush pointing in which groove is formed at its mid height by a pointing tool 6. Tuck Pointing – Mortar is pressed in and finished flush – A narrow groove is cut at the centre of groove – This groove is then filled with white cement putty, kept projecting beyond the face Department of Civil Engg., SJCET Palai 117
  • 118. Pointing 7. V- Pointing – It forms V- groove with pointing tool 8. Weathered Pointing – Made by making a projection in the form of V-shape Department of Civil Engg., SJCET Palai 118
  • 119. Whitewashing • Whitewash (Calcimine or lime paint) is a low-cost paint made from slaked lime (Ca(OH)2) and chalk(CaCO3 ) – Base • Carrier - Water • Whitewash cures through a reaction with carbon dioxide in the atmosphere to form calcium carbonate in the form of calcite, a reaction known as carbonation. • It has got mild antibacterial property • Occasionally colour is used, but not popular as it can rub off onto clothing • Lime Wash is pure slaked lime in water. Lime wash and white wash both cure to become same material • Additives: glue, water glass, egg white, linseed oil, cement or pig‟s blood Department of Civil Engg., SJCET Palai 119
  • 120. Whitewashing • Process: – Preparation of white wash – White wash is prepared from fat lime. 5 litres of water added to 1 kg lime allowed to stand for 24 hrs. – Preparation of surface – The new surface should be thoroughly cleaned off all dirt, dust mortar and other foreign matter before white wash is applied. – Application of White wash – It is applied with brush, to the specified number of coats(generally 3). Operation in each coat should consist of a stroke of the brush given from top downwards, another from the bottom upwards. Department of Civil Engg., SJCET Palai 120
  • 121. Colour Washing • Colour wash is a painting technique that adds a thin layer of darker colour over a previously painted surface in the same colour group. • Colour washing creates soft, muted tones that can dress up drab, plain walls. • The technique involves mixing paint with glaze; the glaze thins the paint and slows its drying time to make it easier to work with. • Color washing your walls gives them a warm, textured look. Department of Civil Engg., SJCET Palai 121
  • 122. Distempers • Distempers are the cheaper variety of paints in which chalk is used as base and water is used as carrier • These are also called „water paints‟ available in powder • It is made by mixing whiting and glue boiled water • A Binder commonly used is glue or casein. • Application: – Preparation of surface: thoroughly rubbed and cleaned. Cracks if found filled with putty – Priming coat – Final coats: two or three coats. Each coat applied only after previous coat is dried. Department of Civil Engg., SJCET Palai 122
  • 123. Distempers Types: 1. White distempers 2. Coloured distempers 3. Oil bound distempers 4. Acrylic Distempers Department of Civil Engg., SJCET Palai 123
  • 124. Painting • Coatings of fluid materials applied as a final finish to all surfaces. • Functions of paints: – Protect the coated surface against chemical attack – Decoration with smooth and colourful finish – Resist formation of bacteria and fungi colonies Department of Civil Engg., SJCET Palai 124 Paint Base Pigment Binder Driers Solvents
  • 125. Painting 1. Base – A solid substance in a form of fine powder, forming the bulk of a paint. – It is generally a metallic oxide. – A base in a paint provides opaque coating to hide the surface to be painted. – Commonly used Bases are White Lead, Red Lead, Oxides of Iron and Zinc. 2. Pigment – Natural colours - Orches, Umbers and iron oxides. – Calcined colours - Lamp Black, Indian Red, Carbon Black – Precipitates – Prussian Blue, Chrome green and yellow – Lakes – Prepared by discolouring barytes or china clay with the help of suitable dyes. Department of Civil Engg., SJCET Palai 125
  • 126. Painting 3. Binder – These are liquid substances which hold the different in gradients of a paint in liquid suspension. – It makes the paint to spread evenly on the surface. – Commonly used Binders are Tug oil, Linseed oil, poppy oil. 4. Driers – aid drying as well as hardening 5. Solvents – Solvents are added to paint to make it thin so that it can be easily applied on surfaces. – It also helps the paint in penetrating through the porous surface of the background. – Commonly used solvents are Alcohol, Naphtha, Benzene. Department of Civil Engg., SJCET Palai 126
  • 127. Painting Characteristics of good paint 1. It should stick well to the surface and should be able to seal the porous substrata. 2. Good consistency 3. The thickness of the paint film should be adequate for good protection and decoration of the surface. 4. The paint film should dry rapidly. 5. The dried paint film should be able to withstand the adverse weather effect for a long time without losing gloss. 6. It should posses good moisture resistance. 7. Its colour should not fade with the passage of time Department of Civil Engg., SJCET Palai 127
  • 128. Painting Types of Paints 1. Aluminium Paints – Contains finely ground aluminium in spirit or oil varnish – Give nice protection to iron and steel against corrosion – Does not oxidise and fade 2. Oil Paint – General type of paint soluble in oil – Normally three coats are applied 3. Enamel Paint – Contains white lead, oil, petroleum spirit and resin – Dry slowly forming hard tough elastic film – Enamel painted surfaces are washable Department of Civil Engg., SJCET Palai 128
  • 129. Painting 4. Synthetic Rubber Paint – Prepared from resisns – Dries quickly and little affected by weather and sunlight – This paint can be applied even on fresh concrete 5. Anti-corrossive paint – Oil + strong drier + lead or zinc chrome + finely ground sand – Black in colour 6. Bituminous paint – Dissolving asphalt in petroleum oil – Black in colour – Resist corrosion Department of Civil Engg., SJCET Palai 129
  • 130. Painting 7. Emulsion Paint – Emulsion paint consists of tiny polymer particles within which the pigments are trapped. – The particles are suspended in water, then as the paint dries the particles fuse together creating a film of paint on the wall. 8. Cement Paint – White cement, pigment and additives – Should be applied on rough surface – Exhibit excellent decorative appearance Department of Civil Engg., SJCET Palai 130
  • 131. Painting 9. Varnish – Varnish is a solution of resin in either oil, turpentine or alcohol – Dries after applying, leaving a hard, transparent and glossy film or resin over the varnished surface – Applied on wooden surface to protect against atmospheric action 10. Zinc Paint (Luminous Paint) – Applied on metallic surface to give luminosity and flourescence – Zinc oxide or zinc sulphate is the main content Department of Civil Engg., SJCET Palai 131
  • 132. Painting Defects in Painting 1. Blistering – Formation of bubbles like shapes on the painted surface is known as blistering. The primary cause of this defect is water vapor. When water vapor trapped under the paint layer, it creates bubbles under the film of paint. 2. Blooming – Formation of dull patches on the painted surface is known as blooming. The primary cause of this defect is poor quality of paint and improper ventilation. Department of Civil Engg., SJCET Palai 132
  • 133. Painting 3. Fading – When there is a gradual loss of colour from the pained surface, it is known as fading. The main cause of this defect is the reaction of sunlight on pigments of paint. 4. Flaking – In this type of defect, some portion of the paint film is not sticked properly with the surface; resulting flaking off of the paint layer. This is cause due to poor adhesion between paint and the surface to be painted. Department of Civil Engg., SJCET Palai 133
  • 134. Painting 5. Running – This type of defect is seen when the surface to be painted is very smooth. In case of smooth surface the paint runs back and leaves small areas of surface uncovered. 6. Sagging – This type of defect is more prominent when a thick layer of paint is applied on a vertical or inclined surface. 7. Wrinkling – This type of defect is more prominent when a thick layer of paint is applied on a horizontal surface. Department of Civil Engg., SJCET Palai 134
  • 135. Damp Proofing • Dampness is defined as the access or penetration of moisture • Causes: – Moisture from ground – Splashing of rain – Exposed top wall – Condensation of atmospheric moisture – Presence of salts in concrete Department of Civil Engg., SJCET Palai 135
  • 136. Damp Proofing Effects of Dampness • Efflorescence in mortar and brick, leeching in concrete • Plaster softens and crumbles. • Materials used for wall decorations are damaged. • Stones ,bricks and tiles disintegrate • Floor finish may be damaged • Woodworks decays due to dry rot. • Metal components of building corrodes. • Electrical fittings are damaged • Dampness leads to breeding of mosquitoes, growth of termites and germs carrying diseases such as tuberculosis • Growth of fungi Department of Civil Engg., SJCET Palai 136
  • 137. Damp Proofing Damp Prevention Technique 1. Use of Damp Proof Courses (DPC) – Provided at different parts of building to prevent dampness to enter – DPC consist of water repellent material like bitumen, cement concrete, metal or plastic sheets Department of Civil Engg., SJCET Palai 137
  • 138. Damp Proofing Department of Civil Engg., SJCET Palai 138
  • 139. Damp Proofing 2. Integral damp-proofing Treatments – Adding concrete and mortar with materials – Concrete can be added with damp-proof admixtures which have hydrophobic properties – Addition of pozzolans reduce the porosity and shrinkage cracks in concrete, thereby reducing chance of damping – Chalk, fuller‟s earth etc. can be added to mortar to make dense and water proof 3. Cavity Walls – Prevent moisture to enter the inner wall leaf – Cavity walls also hides efflorescence Department of Civil Engg., SJCET Palai 139
  • 140. Damp Proofing 4. Shotcreting (Guniting) – Rich mortar (1:3) or concrete is sprayed on to the surface to close the possible cracks or capillaries – Spraying is done pneumatically 5. Pressure Grouting (Cementation) – Forcing cement grout (cement + fine sand + water) under pressure into cracks or voids Department of Civil Engg., SJCET Palai 140
  • 141. Antitermite Treatment • Termite spoil wooden materials, make path through masonry and create tubular mud formation through the surface of plastered walls • They attack household articles like furniture, books… Department of Civil Engg., SJCET Palai 141
  • 142. Antitermite Treatment Antitermite Treatment Methods 1. Preconstruction Treatment (a) Soil/ site Preparation • All trees, stumps, logs and roots removed from building site • All the organic debris removed (b) Soil Treatment • Anti-termite chemicals are used to form barrier between ground and structure • Chemicals include BHC, Aldrin, Chlordane, Chloropyrifos. Department of Civil Engg., SJCET Palai 142
  • 143. Antitermite Treatment (c) Structural Barriers • Physical structural barrier is provided continuously at plinth level to prevent termite entry • Concrete layer are normally provided with ~ 80 mm thickness • Copper or galvanised iron of ~ 1mm thick is also provided 2. Post construction Treatment – Maintenance of buildings already under attack – The magnitude of attack is estimated and defective points of colony are identified – Antithermite emulsion is injected Department of Civil Engg., SJCET Palai 143
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