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RECYCLING AGRO-WASTES IN BUILDING
TECHNOLOGY : A GREENER ALTERNATIVE
DEEPAK KUMAR ROUT
DEPARTMENT OF CIVIL ENGINEERING
VEER SURENDRA SAI UNIVERSITY OF
TECHNOLOGY
OUTLINES
 INTRODUCTION.
 Application of agro-waste for sustainable
construction material design.
 Potential uses of agricultural solid wastes in the
construction industry.
 Physico-mechanical properties of sustainable
construction materials.
 Methods of production and environmental impact
of several materials.
 Conclusion.
Why use agro-wastes as building materials ?
 Large demand placed on building material industry :
Causing chronic shortage of building materials .
 Production of conventional building materials
consume lot of thermal and electrical energy : causes
heavy pollution .
 Disposal of solid wastes generated from agricultural
production activities is a major serious problem in
developing countries.
 Viable solution to the problem of land filling.
The INDIAN scenario….
Status of solid waste generation in India ( million tonnes /
year )
ENVIRONMENTAL SUSTAINABILITY : An
idea for life !!!
 Sustainable infrastructure and GBRS ( Green
Building rating systems )
 Environmental conscious designs : Leading to a
pollution free environment and hence promoting the
standard of life.
 Recognization by sustainability rating systems (
USGBC , LEED etc. )
 Optimized Energy Performance credits.
PARTICLE BOARDS
 Patent number : 01:
Investigator : Xiao-Yang Zhou & Hua-Guan Li .
Materials used : Cotton stalk with zero addition on chemicals.
Results : 1) Strong Correlation of thermal conductivity with board
density.
2) Internal bond strength was good at relatively low density .
Suitability : Ceiling and wall application to save energy.
 Patent number : 02 :
Investigator : German Quintana.
Materials used : Pre-treated banana bunch using non-synthetic binders.
PARTICLE BOARDS ( continued…. )
 Patent number : 03 :
Investigator :Pranee Lurtsutthiwong & Krisna Mukul.
Materials used : Corn peel.
 Patent number : 04 :
Investigator : Joseph Khedari.
Materials used : Durian peel and Coconut coir mixture.
 Patent Number : 05 :
Investigator : A Sampathrajan , KR Swaminathan
Materials used : Maize Husk , Paddy straw , Maize Cob ,
Coconut coir and Groundnut shell.
PARTICLE BOARDS (continued … )
 Several researchers had developed various
agro-waste based particle boards and the
following properties were investigated.
PARTICLE BOARDS (continued … )
PARTICLE BOARDS (continued … )
- Particle board made of
coconut coir
-Particle board made of maize
husk and corn cob.
MASONRY COMPOSITES / BRICKS
 Patent Number : 01 :
Investigator : D Rajput , SP Raut.
Materials used -cotton waste from 1% to 5 % by weight
-recycle paper mill waste from 89% to 85% by weight
-fixed content of Portland cement ( 10% by weight ).
 Results indicated that the bricks are thermally stable and meet
the standards ( 1S 3495 (Part 1-3) : 1992 )
MASONRY COMPOSITES / BRICKS
 Patent Number : 02 :
Investigator : Abdul Hai Alami
Materials used : Unburnt olive husks added to clay bricks.
 Results : Specimen scored lower thermal conductivity than
conventional clay bricks.
 Patent Number : 03 :
Investigator : Kung-Yuh Chiang.
Materials used : Rice husks and Water treatment sludge.
 Results : Low Density and Higher strength bricks.
MASONRY COMPOSITES / BRICKS
 Patent number : 04 :
Investigator : C Lertsatitthanakorn
Materials used : Rice husk ash based sand-cement blocks.
 Results : Reduces Solar heat transfer by 46 Watts.
 Patent number : 05 :
Investigator : Ismail Demir.
Materials used : Tobacco residues and sawdust.
 Results : Insulation capacity of bricks increases with increase in
porosity . Hence Tobacco , Sawdust residue and grass can be used in an
environmental friendly way as organic pore forming agents in clay
bricks.
MASONRY COMPOSITES / BRICKS
 Patent number : 06 : ( Low Cost & Light Weight
Building Composites )
Investigator : Halil Murat Algin , Paki Turgut.
Materials used : Cotton wastes , Lime stone powder
wastes , Sawdust.
 Results : The obtained compressive strength ,
flexural strength , ultrasonic pulse velocity , unit
weight and water absorption values satisfy the
international standards.
MASONRY COMPOSITES / BRICKS
- Bricks made of Rice-Husk
ash and Cotton wastes
- Straw building blocks
CEMENTITIOUS / POZZOLANA / BINDER
MATERIAL
 Patent Number : 01 :
Investigator : Noor-ul Amin.
Materials Used : Bagasse ash as cement replacement in concrete.
 Results : They clearly invoke bagasse ash as an effective mineral
admixture and with original ratio of 20% cement , they reduce the
chloride diffusion by more than 50%.
 Patent Number : 02 :
Investigator : Chai Jaturapitakkul.
Materials used : Palm oil fuel ash.
 Results: Compressive strength was increased alongwith the Sulphate
resistance of concrete.
CEMENTITIOUS / POZZOLANA / BINDER
MATERIAL
 Patent Number : 03 :
Investigators : V Ramasamy , S Biswas , W Xu , SA Menon.
Materials used : Rice Husk Ash ( RHA )
 Results : After burning at optimum combustion temperature (600˚C) , it can
partially replace cement as mineral admixture for construction purpose. RHA
enhances the strength and reduces the water absorption of concrete.
 Patent Number : 04 :
Investigators : DAAdesanya , AA Raheem
Materials used : Corn Cob Ash ( CCA )
 Results : CCA Blended cement was prepared by replacing ordinary portland
cement clinker with CCA. The developed cement satisfies both the NIS 439 : 2000
and ASTM C 150 requirements.
CEMENTITIOUS / POZZOLANA / BINDER
MATERIAL
 The various physio-mechanical properties are
tabulated as follows :
 Cement replacement , water to binder ratio ( w/b ) and
compressive strength of various agro-wastes for ordinary
concrete :
Agro-Waste Cement
Replacemen
t ( % )
W/B Ratio
( % )
Compressiv
e strength ,
28 days (
MPa )
Bagasse Ash 30 0.53 32.00
Palm Oil
Fuel Ash
30 0.71 30.10
Rice Husk
Ash
30 0.504 49.74
CEMENTITIOUS / POZZOLANA / BINDER
MATERIAL
 All-round advantages :
Agro-waste blended cement concrete in comparison
to ordinary cement concrete:
o Greater compressive strengths.
o Reduction in maximum temperature rise of
concrete.
o Increased resistance to chloride penetration.
o Reduction in cost considerations.
o Added advantage of earning CER (Certified
Emission Reduction) credits.
CEMENTITIOUS / POZZOLANA / BINDER
MATERIAL
- Experimental structure
constructed with Baggase
ash pozzolana in
Tiruchirapalli , Tamil Nadu
REINFORCEMENT
 Research Topic number : 01 :
By : K Ghavami.
Broad area : Load behaviour of Bamboo reinforced
lightweight concrete beams.
 Results : Tensile strength of bamboo is relatively
high and is an attractive alternative to steel in
tensile loading applications . It is due to the fact
that the ratio of specific weight to the tensile
strength of bamboo is six times that of steel.
REINFORCEMENT
 Research Topic number : 02 :
By : MM Rahman , MN Rashid
Broad area : Performance evaluation of Bamboo reinforced concrete
beam.
 Results : Using bamboo as reinforcement in concrete can increase
the load carrying capacity of beams having the same dimensions.
- For Singly Bamboo Reinforced concrete beam , the load carrying
capacity is increased by 2 times as compared to steel reinforced
ones.
- For Doubly Bamboo Reinforced concrete beam , the load carrying
capacity is increased by 2.5 times as compared to steel reinforced
ones
REINFORCEMENT
 Research Topic number : 03 :
By : HMA Mahzuz , Mushtaq Ahmed.
Broad area : Strength properties of composite members made of Bamboo.
 Results :Samples constructed as aid of Bamboo can offer respectable
amount of strength that can be used for low-cost housing.
 Research Topic number : 04 :
By : Mark Adom , Russel Afrifa.
Broad area : Comparative study of Bamboo Reinforced Concrete beams with
Shear Links made of different materials.
 Results : Bamboo Reinforced Concrete Beams were to be reinforced
with steel stirrups to improve its load carrying behaviour.
REINFORCEMENT
Experimental use of Bamboo as
reinforcement in FUTURE CITIES
LABORATORY , Zurich.
AGGREGATES
 OIL PALM SHELL :
- Oil palm industry is one of the most important
agro-industries in countries like Malaysia ,
Indonesia , Thailand and Nigeria.
World Palm Oil Production( 1996 – 2000 )
AGGREGATES
 Problems involved in Palm Fruit Processing Industry :
- Produces large amount of solid waste in range of million tons.
- Solid wastes include oil palm bunches, palm fibre and fruit shells.
 Properties Of Oil Palm Shell ( OPS ) :
COLOUR : Dark Grey to Black.
SHAPE : Angular to Polygonal.
WEIGHT : 60% Lighter than conventional coarse aggregates.
LOS ANGELES ABRASION VALUE :80 % Lower than conventional coarse
aggregates: Has good resistance to wear.
IMPACT AND CRUSHING VALUES : Much Lower than conventional
aggregates : Has good absorbance to shock.
AGGREGATES
a) Old shells
b) Fresh shells
c) Crushed and ready-to-use
shells.
AGGREGATES
 COCONUT SHELL :
- Cultivation predominant in tropical regimes of Asia
and East Africa.
AGGREGATES
AGGREGATES
 Problems involved in Coconut Processing Industry :
- Annually 15-20 million tonnes of husks are produced , which
consists of 30% husk and 70% pith.
- Coconut shells are available in large quantities in tropical
regions of the world.
 Properties Of Coconut Shell :
COMPRESSIVE STRENGTH : Higher than OPS concrete.
-REST ALL PROPERTIES ARE ALMOST COMPARABLE TO THAT OF OIL
PALM SHELL CONCRETE.
ADDED ADVANTAGES:
-Higher Compressive strength is retained even at later ages ( 365
days ) .
-Ultimate Bond Strength of this concrete is much higher compared
to the conventional aggregated concrete.
AGGREGATES
- Cross section of a concrete
made of coconut shells as
coarse aggregate
CLOSING REMARKS
 Accumulation of unmanaged Agro-wastes adds up to the
increased environmental concern.
 Agro wastes have shown the potential to develop energy
efficient and cost effective , sustainable building
materials with enhanced Thermo-mechanical behavior.
 The application of agro-wastes and its by-product as a
raw material is of practical significance for developing
material components as substitutes for traditional
construction materials and are environmental friendly.
REFERENCES
 S. P. Raut , R V Ralegaonkar , Development of sustainable
construction material using industrial and agricultural solid waste:
a review
of waste-create bricks. Constr Build Mater 2011;25:4037–42.
 S Yoshizawa , M Tanaka , TMS Minerals, Metals and Materials
Publishers; 2004. p. 1541–52 (II).
 Central Pollution Control Board (CPCB). Report on management of
municipal solid wastes. Delhi (India): 2000.
 Suresh Chandra Pattanaik. A study of present status of waste
materials in the state of Orissa for utilization in making a green
building. All India Seminar on Eco Friendly Materials and Techniques
for Green Building Technology, Institution of Engineers (India),
Berhampur Local Centre, Orissa, 13–15 , September 2010.
 Indian Standard: IS 456:2000. Plain and reinforced concrete – code
of practice. New Delhi: BIS; 2000 [fourth revision].
 Indian Standard: IS 1077:1992. Common burnt clay building bricks
Recycling agro wastes in building technology   a greener alternative - deepak kumar rout
Recycling agro wastes in building technology   a greener alternative - deepak kumar rout

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Recycling agro wastes in building technology a greener alternative - deepak kumar rout

  • 1. RECYCLING AGRO-WASTES IN BUILDING TECHNOLOGY : A GREENER ALTERNATIVE DEEPAK KUMAR ROUT DEPARTMENT OF CIVIL ENGINEERING VEER SURENDRA SAI UNIVERSITY OF TECHNOLOGY
  • 2. OUTLINES  INTRODUCTION.  Application of agro-waste for sustainable construction material design.  Potential uses of agricultural solid wastes in the construction industry.  Physico-mechanical properties of sustainable construction materials.  Methods of production and environmental impact of several materials.  Conclusion.
  • 3. Why use agro-wastes as building materials ?  Large demand placed on building material industry : Causing chronic shortage of building materials .  Production of conventional building materials consume lot of thermal and electrical energy : causes heavy pollution .  Disposal of solid wastes generated from agricultural production activities is a major serious problem in developing countries.  Viable solution to the problem of land filling.
  • 4. The INDIAN scenario…. Status of solid waste generation in India ( million tonnes / year )
  • 5. ENVIRONMENTAL SUSTAINABILITY : An idea for life !!!  Sustainable infrastructure and GBRS ( Green Building rating systems )  Environmental conscious designs : Leading to a pollution free environment and hence promoting the standard of life.  Recognization by sustainability rating systems ( USGBC , LEED etc. )  Optimized Energy Performance credits.
  • 6. PARTICLE BOARDS  Patent number : 01: Investigator : Xiao-Yang Zhou & Hua-Guan Li . Materials used : Cotton stalk with zero addition on chemicals. Results : 1) Strong Correlation of thermal conductivity with board density. 2) Internal bond strength was good at relatively low density . Suitability : Ceiling and wall application to save energy.  Patent number : 02 : Investigator : German Quintana. Materials used : Pre-treated banana bunch using non-synthetic binders.
  • 7. PARTICLE BOARDS ( continued…. )  Patent number : 03 : Investigator :Pranee Lurtsutthiwong & Krisna Mukul. Materials used : Corn peel.  Patent number : 04 : Investigator : Joseph Khedari. Materials used : Durian peel and Coconut coir mixture.  Patent Number : 05 : Investigator : A Sampathrajan , KR Swaminathan Materials used : Maize Husk , Paddy straw , Maize Cob , Coconut coir and Groundnut shell.
  • 8. PARTICLE BOARDS (continued … )  Several researchers had developed various agro-waste based particle boards and the following properties were investigated.
  • 10. PARTICLE BOARDS (continued … ) - Particle board made of coconut coir -Particle board made of maize husk and corn cob.
  • 11. MASONRY COMPOSITES / BRICKS  Patent Number : 01 : Investigator : D Rajput , SP Raut. Materials used -cotton waste from 1% to 5 % by weight -recycle paper mill waste from 89% to 85% by weight -fixed content of Portland cement ( 10% by weight ).  Results indicated that the bricks are thermally stable and meet the standards ( 1S 3495 (Part 1-3) : 1992 )
  • 12. MASONRY COMPOSITES / BRICKS  Patent Number : 02 : Investigator : Abdul Hai Alami Materials used : Unburnt olive husks added to clay bricks.  Results : Specimen scored lower thermal conductivity than conventional clay bricks.  Patent Number : 03 : Investigator : Kung-Yuh Chiang. Materials used : Rice husks and Water treatment sludge.  Results : Low Density and Higher strength bricks.
  • 13. MASONRY COMPOSITES / BRICKS  Patent number : 04 : Investigator : C Lertsatitthanakorn Materials used : Rice husk ash based sand-cement blocks.  Results : Reduces Solar heat transfer by 46 Watts.  Patent number : 05 : Investigator : Ismail Demir. Materials used : Tobacco residues and sawdust.  Results : Insulation capacity of bricks increases with increase in porosity . Hence Tobacco , Sawdust residue and grass can be used in an environmental friendly way as organic pore forming agents in clay bricks.
  • 14. MASONRY COMPOSITES / BRICKS  Patent number : 06 : ( Low Cost & Light Weight Building Composites ) Investigator : Halil Murat Algin , Paki Turgut. Materials used : Cotton wastes , Lime stone powder wastes , Sawdust.  Results : The obtained compressive strength , flexural strength , ultrasonic pulse velocity , unit weight and water absorption values satisfy the international standards.
  • 15. MASONRY COMPOSITES / BRICKS - Bricks made of Rice-Husk ash and Cotton wastes - Straw building blocks
  • 16. CEMENTITIOUS / POZZOLANA / BINDER MATERIAL  Patent Number : 01 : Investigator : Noor-ul Amin. Materials Used : Bagasse ash as cement replacement in concrete.  Results : They clearly invoke bagasse ash as an effective mineral admixture and with original ratio of 20% cement , they reduce the chloride diffusion by more than 50%.  Patent Number : 02 : Investigator : Chai Jaturapitakkul. Materials used : Palm oil fuel ash.  Results: Compressive strength was increased alongwith the Sulphate resistance of concrete.
  • 17. CEMENTITIOUS / POZZOLANA / BINDER MATERIAL  Patent Number : 03 : Investigators : V Ramasamy , S Biswas , W Xu , SA Menon. Materials used : Rice Husk Ash ( RHA )  Results : After burning at optimum combustion temperature (600˚C) , it can partially replace cement as mineral admixture for construction purpose. RHA enhances the strength and reduces the water absorption of concrete.  Patent Number : 04 : Investigators : DAAdesanya , AA Raheem Materials used : Corn Cob Ash ( CCA )  Results : CCA Blended cement was prepared by replacing ordinary portland cement clinker with CCA. The developed cement satisfies both the NIS 439 : 2000 and ASTM C 150 requirements.
  • 18. CEMENTITIOUS / POZZOLANA / BINDER MATERIAL  The various physio-mechanical properties are tabulated as follows :  Cement replacement , water to binder ratio ( w/b ) and compressive strength of various agro-wastes for ordinary concrete : Agro-Waste Cement Replacemen t ( % ) W/B Ratio ( % ) Compressiv e strength , 28 days ( MPa ) Bagasse Ash 30 0.53 32.00 Palm Oil Fuel Ash 30 0.71 30.10 Rice Husk Ash 30 0.504 49.74
  • 19. CEMENTITIOUS / POZZOLANA / BINDER MATERIAL  All-round advantages : Agro-waste blended cement concrete in comparison to ordinary cement concrete: o Greater compressive strengths. o Reduction in maximum temperature rise of concrete. o Increased resistance to chloride penetration. o Reduction in cost considerations. o Added advantage of earning CER (Certified Emission Reduction) credits.
  • 20. CEMENTITIOUS / POZZOLANA / BINDER MATERIAL - Experimental structure constructed with Baggase ash pozzolana in Tiruchirapalli , Tamil Nadu
  • 21. REINFORCEMENT  Research Topic number : 01 : By : K Ghavami. Broad area : Load behaviour of Bamboo reinforced lightweight concrete beams.  Results : Tensile strength of bamboo is relatively high and is an attractive alternative to steel in tensile loading applications . It is due to the fact that the ratio of specific weight to the tensile strength of bamboo is six times that of steel.
  • 22. REINFORCEMENT  Research Topic number : 02 : By : MM Rahman , MN Rashid Broad area : Performance evaluation of Bamboo reinforced concrete beam.  Results : Using bamboo as reinforcement in concrete can increase the load carrying capacity of beams having the same dimensions. - For Singly Bamboo Reinforced concrete beam , the load carrying capacity is increased by 2 times as compared to steel reinforced ones. - For Doubly Bamboo Reinforced concrete beam , the load carrying capacity is increased by 2.5 times as compared to steel reinforced ones
  • 23. REINFORCEMENT  Research Topic number : 03 : By : HMA Mahzuz , Mushtaq Ahmed. Broad area : Strength properties of composite members made of Bamboo.  Results :Samples constructed as aid of Bamboo can offer respectable amount of strength that can be used for low-cost housing.  Research Topic number : 04 : By : Mark Adom , Russel Afrifa. Broad area : Comparative study of Bamboo Reinforced Concrete beams with Shear Links made of different materials.  Results : Bamboo Reinforced Concrete Beams were to be reinforced with steel stirrups to improve its load carrying behaviour.
  • 24. REINFORCEMENT Experimental use of Bamboo as reinforcement in FUTURE CITIES LABORATORY , Zurich.
  • 25. AGGREGATES  OIL PALM SHELL : - Oil palm industry is one of the most important agro-industries in countries like Malaysia , Indonesia , Thailand and Nigeria. World Palm Oil Production( 1996 – 2000 )
  • 26. AGGREGATES  Problems involved in Palm Fruit Processing Industry : - Produces large amount of solid waste in range of million tons. - Solid wastes include oil palm bunches, palm fibre and fruit shells.  Properties Of Oil Palm Shell ( OPS ) : COLOUR : Dark Grey to Black. SHAPE : Angular to Polygonal. WEIGHT : 60% Lighter than conventional coarse aggregates. LOS ANGELES ABRASION VALUE :80 % Lower than conventional coarse aggregates: Has good resistance to wear. IMPACT AND CRUSHING VALUES : Much Lower than conventional aggregates : Has good absorbance to shock.
  • 27. AGGREGATES a) Old shells b) Fresh shells c) Crushed and ready-to-use shells.
  • 28. AGGREGATES  COCONUT SHELL : - Cultivation predominant in tropical regimes of Asia and East Africa.
  • 30. AGGREGATES  Problems involved in Coconut Processing Industry : - Annually 15-20 million tonnes of husks are produced , which consists of 30% husk and 70% pith. - Coconut shells are available in large quantities in tropical regions of the world.  Properties Of Coconut Shell : COMPRESSIVE STRENGTH : Higher than OPS concrete. -REST ALL PROPERTIES ARE ALMOST COMPARABLE TO THAT OF OIL PALM SHELL CONCRETE. ADDED ADVANTAGES: -Higher Compressive strength is retained even at later ages ( 365 days ) . -Ultimate Bond Strength of this concrete is much higher compared to the conventional aggregated concrete.
  • 31. AGGREGATES - Cross section of a concrete made of coconut shells as coarse aggregate
  • 32. CLOSING REMARKS  Accumulation of unmanaged Agro-wastes adds up to the increased environmental concern.  Agro wastes have shown the potential to develop energy efficient and cost effective , sustainable building materials with enhanced Thermo-mechanical behavior.  The application of agro-wastes and its by-product as a raw material is of practical significance for developing material components as substitutes for traditional construction materials and are environmental friendly.
  • 33. REFERENCES  S. P. Raut , R V Ralegaonkar , Development of sustainable construction material using industrial and agricultural solid waste: a review of waste-create bricks. Constr Build Mater 2011;25:4037–42.  S Yoshizawa , M Tanaka , TMS Minerals, Metals and Materials Publishers; 2004. p. 1541–52 (II).  Central Pollution Control Board (CPCB). Report on management of municipal solid wastes. Delhi (India): 2000.  Suresh Chandra Pattanaik. A study of present status of waste materials in the state of Orissa for utilization in making a green building. All India Seminar on Eco Friendly Materials and Techniques for Green Building Technology, Institution of Engineers (India), Berhampur Local Centre, Orissa, 13–15 , September 2010.  Indian Standard: IS 456:2000. Plain and reinforced concrete – code of practice. New Delhi: BIS; 2000 [fourth revision].  Indian Standard: IS 1077:1992. Common burnt clay building bricks