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CAUSES OF DAMPNES AND REMEDIAL
MEASURE FOR DAMPNESS
V.E.C. Lakhanpur
DAMPNESS
 The access or penetration of moisture content inside a
building through its walls, floors, or roof is known as
DAMPNESS
VISHESH
SONI
SOURCES OF DAMPNESS
Damp rising from the soil either through
the bottom or through the ground surface,
adjacent to the walls. Moisture
penetrating the walls as a result of rain
beating on them during continued wet
weather. Moisture penetrating into the
building through defective construction,
such as rain water pipes, leaking roofs,
leakingor choked gutters, etc. Damp rising
from the ground either because there is
no dampproof course or because the
existing D.P.C. has been bridged by the
earth outside, being banked up to form a
flower bed or an other purpose.
VISHESH
SONI
ILL EFFECTS OF DAMPNESS
It causes rots to the wooden members provided in the building. It
causes corrosion of the metals, used in the construction of a building.
It causes peeling off and removal of plaster.
It causes paints to get blistered and bleachedand the surface thus gets
disfigured. It causes floors of the building to remain ugly, since they
cannot be cleaned well.
VISHESH
SONI
 Carpets if used on the floors of a damped building, gets
destroyed earlier.
 All electric installations get destroyed. It reduces the life
of the structure as a whole.
 When dampness rises into brickwork, certain salts
dissolved in it also rise with it and appear in the form of
white deposit on the wall surface due to which
brickwork disintegrates and falls to powder.
 It causes unhygienic conditions for the occupants of
the building and affects adversely their health.
Dampness produces unpleasant smell, foul air, mildew
fungus, which makes it impossible to store supplies of
household goods
VISHESH
SONI
CAUSES OF DAMPNESS RAIN
PENETRATION
oProperly constructed walls offer
considerable resistance to rain
penetration but its rapid
penetration takes place through
the joints and porous bricks or
stones.
oRain penetration is also possible
through the roof components,
cracks, and joints b/w the walls
and the roof.
VISHESH
SONI
LEVEL OF THE SITE
 Structures built on a higher ground can be drained off
easily and hence they are less liable to dampness. But
low lying areas cannot be easily drained off and thus
causes dampness in the structure.
VISHESH
SONI
CAUSES OF DAMPNESS
DRAINABILITY OF THE SITE
 Gravel and sandy soil allow water to pass through easily
whereas clayey soils retain moisture and also causes
dampness due to capillary rise.
VISHESH
SONI
CLIMATIC CONDITIONS
 Dampness is also caused due to the condensation of moisture
present in the atmosphere under very cold climate.
 Condensation of the atmospheric moisture can be identified by
the drops of moisture present on the ceilings, walls, floors etc.
VISHESH
SONI
CAUSES OF DAMPNESS DEFECTIVE
ORIENTATION
 The building having its walls subjected to direct
showers of rain or getting less direct sun rays, due to
defective orientation is liable to dampness.
VISHESH
SONI
MOISTURE ENTRAPPED DURING
CONSTRUCTION
 Walls while being constructed are in wet conditions.
These may persist moisture for a long period after the
construction is over due to the use of salty or alkaline
water, which causes dampness in the building.
VISHESH
SONI
DEFECTIVE MATERIALS
 Dampness is also caused due to soakage of moisture by
the defective materials like porous bricks, soft stones,
etc. especially when they are used in external walls.
VISHESH
SONI
porous brickssoft stones
DEFECTIVE CONSTRUCTION
 In case, there is any leakage in the sewers, down water
pipes, kitchens, bathrooms, etc., it will be causing
dampness in the building.
VISHESH
SONI
PREVENTION OF DAMPNESS
PRECAUTIONS
 Select a sit to make sure that the first point at which
water is struck in a pit is at least 10ft below the surface
of the ground even in the wet season. Make the ground
surface surrounding the building slope away from the
house so that rain water drains away, before it has time
to collect. If the building is on a hill side, make sure
that the land above the house is adequately drained
around the building and not through it
VISHESH
SONI
METHODS
BY SURFACE
TREATMENT
BY INTEGRAL
TREATMENT
The following are the methods that can be adapted for the
prevention of dampness in the buildings:
VISHESH
SONI
BY SPECIAL
CONSTRUCTION
AL TECHNIQUES
PROVIDING
A DAMP
PROOF
COURSE
BY SURFACE TREATMENT
 The surface treatment consists in filling or
blinding the pores of the material exposed
to moisture by painting a water-repellent
material over the surface. Some of the
materials employed are: Sodium or
potassium silicate, aluminium or zinc
sulphates, barium hydroxide and
magnesium sulphate in alternate
applications, soft soap and alum also in
alternate applications, lime and linseed oil,
coal-tar, bitumen, waxes and fats, shellacs,
resins and gums etc.
VISHESH
SONI
BY INTEGRAL TREATMENT
 The integral treatment consists in adding certain
components to the concrete or mortar during the process
of mixing, to make it more dense by filling the pores
through chemical action or mechanical effect. For example,
compounds like chalk, talc, fuller’s earth etc. act
mechanically and compounds like alkaline silicates,
aluminium or zinc sulphates, calcium, aluminium or
ammonium chlorides, iron fillings etc. act chemically. It 5%
soap is added in the water to be used for preparing the
mortar, the pores get clogged and coating of water
repellent substance stick to the wall surface which makes it
sufficiently damp proof.
VISHESH
SONI
BY SPECIAL CONSTRUCTIONAL
TECHNIQUES
 By constructing the external walls of sufficient
thickness. By using the bricks of good quality for
constructing the external walls. By building the walls
in rich cement mortar. By providing string courses and
cornices. By fixing down water pipes sufficiently so
that water may not leak through the junction of walls
and roof. By constructing hollow brick walls. ( these
walls are built, usually with a thick skin of 9in inside,
the air space of about 2in between and the outer skin
of 4 ½ in. outside. The two skins are boned together by
means of galvanized iron wall ties).
VISHESH
SONI
BY PROVIDING A DAMP PROOF
COURSE
 The continuous layer of an impervious material, which
is provided in between the source of dampness and
part of the structure is called a Damp Proof Course.
VISHESH
SONI
Damp proof course is of two types :>
HORIZONTAL
DPC
VERTICAL
DPC
1.HORIZONTAL DPC
 It is provided in the walls at plinth level in the form of
1 ½ in. thick layer of 1:2:4 cement concrete covered
with two coat of hot bitumen or a polythene sheet or
metal sheets of lead, copper or aluminum. It is also
provided in the roofs in the form of two coats of hot
bitumen, bitumen felt, mastic asphalt or sheets of
polythene, lead, copper, or aluminum over the R.C.C.
slab. Horizontal D.P.C. is also provided in floors if the
sub-soil water table is high and moisture is likely to
rise in the floors by seepage, added by the capillary
action of the soil
VISHESH
SONI
2.VERTICAL DPC
 Vertical D.P.C. is mostly provided in the external walls
in the form of ¾ in. thick 1:3 cement sand plaster,
coated with two washings of hot bitumen. It is also
provided to prevent the dampness into the walls of the
basements from the adjacent soils.
VISHESH
SONI
DAMP PROOF COURSE IN
BASEMENTS
 As basements are built below ground
level, these are most likely to be
attacked by dampness from the soil
below as well as from outside the walls.
A typical basement section showing
the damp proof courses is shown
 If the head of the water below the level
of the floor is high, a layer of gravel 4 ½
in. thick, is laid under the bottom of
concrete of floor as shown ,
 gravel is filed between the walls of the
basement and adjacent soil.
VISHESH
SONI
The gravel under the floor collects the seepage water and
delivers it to the gravel outside the external walls, through the
communicating pipes, buried horizontally through the concrete
foundation walls. Drain pipes or footing drains are laid
around the footing buried inside the gravel. These footing drains
lead the seepage water to a natural drain, if nearby, or to a dry
well. A dry well is a pit excavated in permeable soil or one having
its bottom in such soil and filled with gravel or crushed rock. If
permeable soil is not present nearby, the water is pumped out of
dry wells by hand pumps or other techniques.
VISHESH
SONI
FOR WATCHING THIS PRESENTATION
Thank you
VISHESH
SONI

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Dampness

  • 1. CAUSES OF DAMPNES AND REMEDIAL MEASURE FOR DAMPNESS V.E.C. Lakhanpur
  • 2. DAMPNESS  The access or penetration of moisture content inside a building through its walls, floors, or roof is known as DAMPNESS VISHESH SONI
  • 3. SOURCES OF DAMPNESS Damp rising from the soil either through the bottom or through the ground surface, adjacent to the walls. Moisture penetrating the walls as a result of rain beating on them during continued wet weather. Moisture penetrating into the building through defective construction, such as rain water pipes, leaking roofs, leakingor choked gutters, etc. Damp rising from the ground either because there is no dampproof course or because the existing D.P.C. has been bridged by the earth outside, being banked up to form a flower bed or an other purpose. VISHESH SONI
  • 4. ILL EFFECTS OF DAMPNESS It causes rots to the wooden members provided in the building. It causes corrosion of the metals, used in the construction of a building. It causes peeling off and removal of plaster. It causes paints to get blistered and bleachedand the surface thus gets disfigured. It causes floors of the building to remain ugly, since they cannot be cleaned well. VISHESH SONI
  • 5.  Carpets if used on the floors of a damped building, gets destroyed earlier.  All electric installations get destroyed. It reduces the life of the structure as a whole.  When dampness rises into brickwork, certain salts dissolved in it also rise with it and appear in the form of white deposit on the wall surface due to which brickwork disintegrates and falls to powder.  It causes unhygienic conditions for the occupants of the building and affects adversely their health. Dampness produces unpleasant smell, foul air, mildew fungus, which makes it impossible to store supplies of household goods VISHESH SONI
  • 6. CAUSES OF DAMPNESS RAIN PENETRATION oProperly constructed walls offer considerable resistance to rain penetration but its rapid penetration takes place through the joints and porous bricks or stones. oRain penetration is also possible through the roof components, cracks, and joints b/w the walls and the roof. VISHESH SONI
  • 7. LEVEL OF THE SITE  Structures built on a higher ground can be drained off easily and hence they are less liable to dampness. But low lying areas cannot be easily drained off and thus causes dampness in the structure. VISHESH SONI
  • 8. CAUSES OF DAMPNESS DRAINABILITY OF THE SITE  Gravel and sandy soil allow water to pass through easily whereas clayey soils retain moisture and also causes dampness due to capillary rise. VISHESH SONI
  • 9. CLIMATIC CONDITIONS  Dampness is also caused due to the condensation of moisture present in the atmosphere under very cold climate.  Condensation of the atmospheric moisture can be identified by the drops of moisture present on the ceilings, walls, floors etc. VISHESH SONI
  • 10. CAUSES OF DAMPNESS DEFECTIVE ORIENTATION  The building having its walls subjected to direct showers of rain or getting less direct sun rays, due to defective orientation is liable to dampness. VISHESH SONI
  • 11. MOISTURE ENTRAPPED DURING CONSTRUCTION  Walls while being constructed are in wet conditions. These may persist moisture for a long period after the construction is over due to the use of salty or alkaline water, which causes dampness in the building. VISHESH SONI
  • 12. DEFECTIVE MATERIALS  Dampness is also caused due to soakage of moisture by the defective materials like porous bricks, soft stones, etc. especially when they are used in external walls. VISHESH SONI porous brickssoft stones
  • 13. DEFECTIVE CONSTRUCTION  In case, there is any leakage in the sewers, down water pipes, kitchens, bathrooms, etc., it will be causing dampness in the building. VISHESH SONI
  • 14. PREVENTION OF DAMPNESS PRECAUTIONS  Select a sit to make sure that the first point at which water is struck in a pit is at least 10ft below the surface of the ground even in the wet season. Make the ground surface surrounding the building slope away from the house so that rain water drains away, before it has time to collect. If the building is on a hill side, make sure that the land above the house is adequately drained around the building and not through it VISHESH SONI
  • 15. METHODS BY SURFACE TREATMENT BY INTEGRAL TREATMENT The following are the methods that can be adapted for the prevention of dampness in the buildings: VISHESH SONI BY SPECIAL CONSTRUCTION AL TECHNIQUES PROVIDING A DAMP PROOF COURSE
  • 16. BY SURFACE TREATMENT  The surface treatment consists in filling or blinding the pores of the material exposed to moisture by painting a water-repellent material over the surface. Some of the materials employed are: Sodium or potassium silicate, aluminium or zinc sulphates, barium hydroxide and magnesium sulphate in alternate applications, soft soap and alum also in alternate applications, lime and linseed oil, coal-tar, bitumen, waxes and fats, shellacs, resins and gums etc. VISHESH SONI
  • 17. BY INTEGRAL TREATMENT  The integral treatment consists in adding certain components to the concrete or mortar during the process of mixing, to make it more dense by filling the pores through chemical action or mechanical effect. For example, compounds like chalk, talc, fuller’s earth etc. act mechanically and compounds like alkaline silicates, aluminium or zinc sulphates, calcium, aluminium or ammonium chlorides, iron fillings etc. act chemically. It 5% soap is added in the water to be used for preparing the mortar, the pores get clogged and coating of water repellent substance stick to the wall surface which makes it sufficiently damp proof. VISHESH SONI
  • 18. BY SPECIAL CONSTRUCTIONAL TECHNIQUES  By constructing the external walls of sufficient thickness. By using the bricks of good quality for constructing the external walls. By building the walls in rich cement mortar. By providing string courses and cornices. By fixing down water pipes sufficiently so that water may not leak through the junction of walls and roof. By constructing hollow brick walls. ( these walls are built, usually with a thick skin of 9in inside, the air space of about 2in between and the outer skin of 4 ½ in. outside. The two skins are boned together by means of galvanized iron wall ties). VISHESH SONI
  • 19. BY PROVIDING A DAMP PROOF COURSE  The continuous layer of an impervious material, which is provided in between the source of dampness and part of the structure is called a Damp Proof Course. VISHESH SONI Damp proof course is of two types :> HORIZONTAL DPC VERTICAL DPC
  • 20. 1.HORIZONTAL DPC  It is provided in the walls at plinth level in the form of 1 ½ in. thick layer of 1:2:4 cement concrete covered with two coat of hot bitumen or a polythene sheet or metal sheets of lead, copper or aluminum. It is also provided in the roofs in the form of two coats of hot bitumen, bitumen felt, mastic asphalt or sheets of polythene, lead, copper, or aluminum over the R.C.C. slab. Horizontal D.P.C. is also provided in floors if the sub-soil water table is high and moisture is likely to rise in the floors by seepage, added by the capillary action of the soil VISHESH SONI
  • 21. 2.VERTICAL DPC  Vertical D.P.C. is mostly provided in the external walls in the form of ¾ in. thick 1:3 cement sand plaster, coated with two washings of hot bitumen. It is also provided to prevent the dampness into the walls of the basements from the adjacent soils. VISHESH SONI
  • 22. DAMP PROOF COURSE IN BASEMENTS  As basements are built below ground level, these are most likely to be attacked by dampness from the soil below as well as from outside the walls. A typical basement section showing the damp proof courses is shown  If the head of the water below the level of the floor is high, a layer of gravel 4 ½ in. thick, is laid under the bottom of concrete of floor as shown ,  gravel is filed between the walls of the basement and adjacent soil. VISHESH SONI
  • 23. The gravel under the floor collects the seepage water and delivers it to the gravel outside the external walls, through the communicating pipes, buried horizontally through the concrete foundation walls. Drain pipes or footing drains are laid around the footing buried inside the gravel. These footing drains lead the seepage water to a natural drain, if nearby, or to a dry well. A dry well is a pit excavated in permeable soil or one having its bottom in such soil and filled with gravel or crushed rock. If permeable soil is not present nearby, the water is pumped out of dry wells by hand pumps or other techniques. VISHESH SONI
  • 24. FOR WATCHING THIS PRESENTATION Thank you VISHESH SONI
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