EPANDING THE CONTENT OF AN OUTLINE using notes.pptx
Bamboo as a Construction Material.pptx
1. BAMBOO as a CONSTRUCTION MATERIAL
DEVASHISH NEGI
( 160517 )
G.B.P.I.E.T. PAURI, UTTARAKHAND
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2. What is Bamboo?
Fastest growing woody grass
Can grow up to 40cms a day
Most important non timber forest resource
Renewable and versatile resource
More than 1200 species found
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3. Other uses of bamboo
(apart from construction material )
Traps
Cages
Tools
Weapons
Rafts
Fences
Water wheel
Irrigation pipes
Preventing soil erosion ( 1 bamboo plant can hold 6 cubic meter of soil )
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4. Why bamboo?
Fastest growing renewable building material
Strong natural fiber
Easily available
Cost effective
Enormous elasticity (earthquakes)
Mostly, locally available
Eco friendly
Flexible
Light in weight
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9. TENSILE STRENGTH
Resist more tension than compression
Fibers run axially, are of highly elastic bundle, high tensile strength
Tensile strength of steel is 2.5-3.0 times higher than bamboo
Specific gravity of steel 6-8 times that of bamboo
Tensile strength/unit weight bamboo is 3- 4 times that of steel.
it’s not possible to construct connections that can transfer this
tensile strength
bamboo unlike steel has a very poor tensile property and undergoes
brittle failure when loaded
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10. COMPRESSIVE STRENGTH
Slimmer the bamboo tube = more compressive strength
Portion of lignin inside the culms affects compressive strength
Clum = the hollow stem of a grass
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11. ELASTIC MODULUS
Higher the elastic modulus, higher is the quality of bamboo
Due to highly strong fibers in the outer parts
Useful property in areas with very high risks of earthquakes.
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12. ANISOTROPIC PROPERTIES
Bamboo is an anisotropic material
Cellulose fibers in the longitudinal direction, strong and stiff
In transverse direction there is lignin, which is soft and brittle
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13. SHRINKAGE
Bamboo shrinks more than wood when it loses water
Shrinkage in cross section = 10-16 %
Shrinkage in wall thickness = 15-17 %
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14. FIRE RESISTANCE
very good because of the high content of silicate acid
when filled with water it can with stand a temperature of 400° C
but will burn at high temperatures
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15. TREATMENTS for BAMBOO
REASON : life span is increased greatly after treatment
METHODS:
1) BORAX – BORIC ACID PRESERVATION TREATMENT
2) NEEM SEED OIL TREATMENT
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16. BAMBOO in REINFORCED
STRUCTURES
During casting and curing of concrete reinforcing bamboo absorbs water and
expands
The swelling of bamboo pushes the concrete away
The bamboo loses the moisture, shrinks back to its original, leaving voids around
itself
Thus a limitation for its use
Application of a thin layer of epoxy to the bamboo surface followed by a coating
of fine sand.
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17. BAMBOO in REINFORCED
STRUCTURES
Still may used because:
1) strength is greater than that of steel
2) easily accessible
3) lowers the cost of construction
4) can crack and deflect more than steel reinforcement.
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20. ADVANTAGES :
Strength : an extremely strong natural fiber
Flexibility : highly flexible
it may be trained to grow in unconventional shapes and after harvest, it may be bent
and utilized in archways and other curved areas
Earthquake resistance : great capacity for shock absorption
Lightweight
Cost-effective : Economical, transporting cost is also much lesser.
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21. Limitations
Jointing techniques : efficiency of traditional joint is low
Flammability
Lack of design guidance and codification
It requires preservation
Untreated bamboo is subjected to fungi attack/insects
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27. Conclusion
Bamboo is used in our day to day life
It’s a backbone of much rural life in our country
It acts as a wood substitute, thus saving environment
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28. REFERENCES
Duggal S.K. Building Materials
International Journal of Civil Engineering Research (IJCER), ISSN 2278-3652
Volume 5, Number 3 (2014), pp. 249-254
International Journal of Advance Research and Innovative ideas in Education
(IJARIIE) ISSN(O)-2395-4396 Volume 3, Issue-1 2017
International Research Journal of Engineering and Technology (IRJET), e-ISSN:
2395-0056, Volume: 05 Issue: 06-June-2018
Journal of Civil Engineering and Environmental Technology, ISSN: 2349-879X;
Volume 1, Number 3; August, 2014 pp. 56-61
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