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Embodied energy in residential cost effective units

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Director-Navnirman Bahu-Uddeshiya Mahila Sanstha,Suvarna Lele Architects.
Director-Navnirman Bahu-Uddeshiya Mahila Sanstha,Suvarna Lele Architects.

The main objective of this paper by Er.Deepak Bansal ad Ar.Poonja Nandy is to study the embodied energy values of walling materials used for cost effective houses up to 50 sq.m. The most important criteria for judging the energy efficiency of this housing typology has to fixed- whether Embodied energy or Maintenance/ Operational Energy.

TechnologieBusiness
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EMBODIED ENERGY IN RESIDENTIAL COST EFFECTIVE UNITS 1 Deepak Bansal 2 Pooja Nandy 1 Deepak Bansal IE (I), CEAI (FIDIC), ISWE, IASE, BIS, IMS, Assistant. Chief (Projects), Design and Development Wing, Housing and Urban Development Corporation, India Habitat Centre, Lodhi Road, New Delhi, 110003, India 2 Pooja Nandy, Senior Project Appraisal Officer (Architect), Design and Development Wing, Housing and Urban Development Corporation, India Habitat Centre, Lodhi Road, New Delhi, 110003, India
Vision Statement ,[object Object],[object Object],[object Object]
Goal and Objective ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Methodology ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Green Building - Genesis ,[object Object],[object Object],[object Object]
Available Options ,[object Object],[object Object]
Embodied Energy Values for Materials of Construction (Reference: IE (I) Journal-AR-Page 47-50, vol 84, October-2003, Dr P S Chani, Dr Najamuddin, and Dr S K Kaushik):
Calculation of EEV of Hydra form block :( Hydra form India (P) Ltd) (2).
EEV of SEB
Specification for the housing Typology studied 1:2:4 P.C.C. CC Gola/Khurrah/Coping 10 MS Frames With Steel Grills And Glass Panels Joinery 9 900mm High In 115 Mm Thick Brick Masonry In 1:4 Cement Sand Mortar Parapet 8 100 Mm Average With Brick Tiles Mud Fuska 7 12/15mm 1:6 Cement : Coarse Sand Plaster 6 12 Mm Thick 300/1200mm High, 1:6 Cement :Coarse Sand Mortar Skirting/Dado 5 40 Mm Thick Cement Concrete (1:2:4) Flooring Flooring 4 Flat Rcc Roof (M20),115 Mm Thick With TMT Fe 500d Reinforcement Roof 3 230mm Thick Brick Masonry In 1:6 Cement : Coarse Sand, Mortar Wall 2 Load Bearing Structure Structure 1 SPECIFICATIONS S.no.
Typical LIG House
EEV and Compressive Strength
EEV of typical house with following masonry option
Fly Ash Blocks
Masonry Options- Comparative EEV
Comparative chart for EEV
Maintenance/Operational energy : ,[object Object],[object Object],[object Object],[object Object],[object Object]
Electrical Energy Use ,[object Object],[object Object],[object Object]
OPERATIONAL / EMBODIED ENERGY
Conclusion ,[object Object],[object Object],[object Object],[object Object]

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Embodied energy in residential cost effective units

  • 1. EMBODIED ENERGY IN RESIDENTIAL COST EFFECTIVE UNITS 1 Deepak Bansal 2 Pooja Nandy 1 Deepak Bansal IE (I), CEAI (FIDIC), ISWE, IASE, BIS, IMS, Assistant. Chief (Projects), Design and Development Wing, Housing and Urban Development Corporation, India Habitat Centre, Lodhi Road, New Delhi, 110003, India 2 Pooja Nandy, Senior Project Appraisal Officer (Architect), Design and Development Wing, Housing and Urban Development Corporation, India Habitat Centre, Lodhi Road, New Delhi, 110003, India
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  • 7. Embodied Energy Values for Materials of Construction (Reference: IE (I) Journal-AR-Page 47-50, vol 84, October-2003, Dr P S Chani, Dr Najamuddin, and Dr S K Kaushik):
  • 8. Calculation of EEV of Hydra form block :( Hydra form India (P) Ltd) (2).
  • 10. Specification for the housing Typology studied 1:2:4 P.C.C. CC Gola/Khurrah/Coping 10 MS Frames With Steel Grills And Glass Panels Joinery 9 900mm High In 115 Mm Thick Brick Masonry In 1:4 Cement Sand Mortar Parapet 8 100 Mm Average With Brick Tiles Mud Fuska 7 12/15mm 1:6 Cement : Coarse Sand Plaster 6 12 Mm Thick 300/1200mm High, 1:6 Cement :Coarse Sand Mortar Skirting/Dado 5 40 Mm Thick Cement Concrete (1:2:4) Flooring Flooring 4 Flat Rcc Roof (M20),115 Mm Thick With TMT Fe 500d Reinforcement Roof 3 230mm Thick Brick Masonry In 1:6 Cement : Coarse Sand, Mortar Wall 2 Load Bearing Structure Structure 1 SPECIFICATIONS S.no.
  • 13. EEV of typical house with following masonry option
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