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“APPLICATION OF PCM IN CONSTRUCTION OF BUILDINGS”
PRESENTED BY
Mr. SWAPNIL SHAHADE
Co-Guide Guide
Prof. P.R.INGOLE Prof T.B.KATHOKE
DEPARTMENT OF MECHANICAL ENGINEERING
JAWAHARLAL DARDA INSTITUTE OF ENGINEERING AND TECHNOLOGY, YAVATMAL
2014-15
Contents
 Introduction
 How PCM Works
 Classification of PCM
 Method of Incorporation of PCM In Concrete
 PCM Material Used
 Specification of Concrete Block
 Process
 Results
 Conclusion
 References
Introduction
 Phase change materials (PCM) are ‘‘latent’’ thermal storage materials
possessing a large amount of heat energy stored during its phase change
stage .The energy required to change the phase of a substance is known
as latent heat.
 In this project we are using pcm integrated into building materials for
thermal energy storage applications, and much attention has been given
to works concerned with the achievement and assessment of applying
pcm in concrete wall. Because concrete have high specific heat capacity
as well as the thermal conductivity which will eventually affect their
thermal performance.
Objectives
Analyse Or To Determine How Much Temperature Of Wall
Can Be Reduced By Using PCM Material In Concrete Wall.
To Reduce Energy Required For Heating, Cooling And
Ventilation Of Buildings.
How PCM Works
Classification of PCM
Method of Incorporation of PCM In Concrete
Concrete wall incorporated with PCM
Heat absorbed Heat released
Solar Radiations
Figure . Heating and cooling function of concrete wall incorporated with PCM.
SUN
IMPREGNATION
 IMMERSIONS
DIRECT MIXING
PCM Material used
 Paraffin Wax
 Bee Wax
 Concrete Block
Specification of Concrete Block in Which The PCM
Material is Implemented
Dimension of concrete block
 Length-40cm ,height-20cm, width 10cm
Dimension in which material is used
 Length-14cm,width-10cm,depth-14 cm
Process
 Melting of PCM Material
 Pouring of PCM in Concrete block
 Final Cavity of Beewax
 Final Cavity of Paraffin Wax
Measuring Temprature of concrete
block
Readings of Paraffin Wax
SR.NO. TIME SURFACE
TEMPERATURE
(T1)
INSIDE
TEMPERATURE(T2)
TEMPERATURE
DIFFERENCE
(T1 –T2)
1 11.00AM 41 36.3 4.7
2 12.00PM 43.6 36.9 6.7
3 1.00PM 44.3 37.1 7.2
4 2.00PM 44.1 37.3 6.8
5 3.00PM 43.5 37.1 6.4
6 4.00PM 40.9 36.8 4.1
Results
SR.NO. TIME SURFACE
TEMPERATURE
(T1)
INSIDE
TEMPERATURE(T2)
TEMPERATURE
DIFFERENCE
(T1 –T2)
1 11.00AM 42.3 37 5.3
2 12.00PM 44.2 38.9 5.3
3 1.00PM 44.3 39.1 5.2
4 2.00PM 43.9 39 4.9
5 3.00PM 43.6 38.7 4.9
6 4.00PM 41.3 37.3 4
Readings of Beewax
SR.NO. TIME SURFACE
TEMPERATURE
(T1)
INSIDE
TEMPERATURE(T2)
TEMPERATURE
DIFFERENCE
(T1 –T2)
1 11.00AM 42.2 39.5 2.6
2 12.00PM 44.2 40.2 4
3 1.00PM 43.3 40.5 2.8
4 2.00PM 43 39.9 3.1
5 3.00PM 42.7 39.7 3
6 4.00PM 41.3 38.9 2.4
Readings of Concrete Wall
0
2
4
6
8
10
12
14
16
18
CONCRETE WALL
BEE WAX
PARAFFIN WAX
TEMPERATUREDIFFERENCE(T1-T2)
TIME
Temperature Variation of PCM And Concrete Wall Vs. Time
Average Temperature Difference
For, Paraffin Wax=7.98
Beewax=6.93
Concrete Wall=4.9
CONCLUSION
 We get the better result by using paraffin wax as compared to
bee wax so we prefer to use paraffin wax in concrete block.
REFERENCES
[1] Francis Agyenim, Neil Hewitt, Philip Eames,Mervyn Smyth, A review of
materials, heat transfer and phase change problem
formulation for latent heat thermal energy storage systems (LHTESS),
Renewable and Sustainable Energy Reviews, vol.14, pp.615–
628, 2010.
[2] Mohammed M. Farid, Amar M. Khudhair, Siddique Ali K. Razack,Said
Al-Hallaj, A review on phase change energy storage:
materials and applications, Energy Conversion and Management, vol.45,
pp.1597–1615, 2004.
[3] M Ravikumar, PSS Srinivasan, Analysis of heat transfer across building
roof with phase change material, Journal of
Computational Information Systems, vol.4, pp.1497-1505, 2012.
[4] Piia Lamberg, Reijo Lehtiniemi, Anna-Maria Henell, Numerical and
experimental investigation of melting and freezing processes in phase
change material storage, International Journal of Thermal Sciences, vol.43,
pp.277–287, 2004.
[5] Y. Tian, C.Y. Zhao, Numerical investigations of heat transfer in phase
change materials using non-thermal equilibrium model, 11th UK National
Heat Transfer Conference, London, UK, 6-8 September, 2009.
ACKNOWLEDGEMENT
We place on record, our sincere thanks to
Dr.A.W.Kolhatkar(Principal,J.D.I.E.T.,Yavatmal and
Dr. A. B. Borade (H.O.D., Mech. Engg.) for
permitting us to do the work on this project. Without
the precious support from Prof. T.B.Kathoke And
Prof. P. R. Ingole, It would not have been possible to
carry through.
Thank you..

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APPLICATION OF PCM IN CONSTRUCTION OF BUILDINGS

  • 1. “APPLICATION OF PCM IN CONSTRUCTION OF BUILDINGS” PRESENTED BY Mr. SWAPNIL SHAHADE Co-Guide Guide Prof. P.R.INGOLE Prof T.B.KATHOKE DEPARTMENT OF MECHANICAL ENGINEERING JAWAHARLAL DARDA INSTITUTE OF ENGINEERING AND TECHNOLOGY, YAVATMAL 2014-15
  • 2. Contents  Introduction  How PCM Works  Classification of PCM  Method of Incorporation of PCM In Concrete  PCM Material Used  Specification of Concrete Block  Process  Results  Conclusion  References
  • 3. Introduction  Phase change materials (PCM) are ‘‘latent’’ thermal storage materials possessing a large amount of heat energy stored during its phase change stage .The energy required to change the phase of a substance is known as latent heat.  In this project we are using pcm integrated into building materials for thermal energy storage applications, and much attention has been given to works concerned with the achievement and assessment of applying pcm in concrete wall. Because concrete have high specific heat capacity as well as the thermal conductivity which will eventually affect their thermal performance.
  • 4. Objectives Analyse Or To Determine How Much Temperature Of Wall Can Be Reduced By Using PCM Material In Concrete Wall. To Reduce Energy Required For Heating, Cooling And Ventilation Of Buildings.
  • 7. Method of Incorporation of PCM In Concrete Concrete wall incorporated with PCM Heat absorbed Heat released Solar Radiations Figure . Heating and cooling function of concrete wall incorporated with PCM. SUN IMPREGNATION  IMMERSIONS DIRECT MIXING
  • 8. PCM Material used  Paraffin Wax  Bee Wax
  • 10. Specification of Concrete Block in Which The PCM Material is Implemented Dimension of concrete block  Length-40cm ,height-20cm, width 10cm Dimension in which material is used  Length-14cm,width-10cm,depth-14 cm
  • 11. Process  Melting of PCM Material
  • 12.  Pouring of PCM in Concrete block
  • 13.  Final Cavity of Beewax
  • 14.  Final Cavity of Paraffin Wax
  • 15. Measuring Temprature of concrete block
  • 16. Readings of Paraffin Wax SR.NO. TIME SURFACE TEMPERATURE (T1) INSIDE TEMPERATURE(T2) TEMPERATURE DIFFERENCE (T1 –T2) 1 11.00AM 41 36.3 4.7 2 12.00PM 43.6 36.9 6.7 3 1.00PM 44.3 37.1 7.2 4 2.00PM 44.1 37.3 6.8 5 3.00PM 43.5 37.1 6.4 6 4.00PM 40.9 36.8 4.1 Results
  • 17. SR.NO. TIME SURFACE TEMPERATURE (T1) INSIDE TEMPERATURE(T2) TEMPERATURE DIFFERENCE (T1 –T2) 1 11.00AM 42.3 37 5.3 2 12.00PM 44.2 38.9 5.3 3 1.00PM 44.3 39.1 5.2 4 2.00PM 43.9 39 4.9 5 3.00PM 43.6 38.7 4.9 6 4.00PM 41.3 37.3 4 Readings of Beewax
  • 18. SR.NO. TIME SURFACE TEMPERATURE (T1) INSIDE TEMPERATURE(T2) TEMPERATURE DIFFERENCE (T1 –T2) 1 11.00AM 42.2 39.5 2.6 2 12.00PM 44.2 40.2 4 3 1.00PM 43.3 40.5 2.8 4 2.00PM 43 39.9 3.1 5 3.00PM 42.7 39.7 3 6 4.00PM 41.3 38.9 2.4 Readings of Concrete Wall
  • 19. 0 2 4 6 8 10 12 14 16 18 CONCRETE WALL BEE WAX PARAFFIN WAX TEMPERATUREDIFFERENCE(T1-T2) TIME Temperature Variation of PCM And Concrete Wall Vs. Time Average Temperature Difference For, Paraffin Wax=7.98 Beewax=6.93 Concrete Wall=4.9
  • 20. CONCLUSION  We get the better result by using paraffin wax as compared to bee wax so we prefer to use paraffin wax in concrete block.
  • 21. REFERENCES [1] Francis Agyenim, Neil Hewitt, Philip Eames,Mervyn Smyth, A review of materials, heat transfer and phase change problem formulation for latent heat thermal energy storage systems (LHTESS), Renewable and Sustainable Energy Reviews, vol.14, pp.615– 628, 2010. [2] Mohammed M. Farid, Amar M. Khudhair, Siddique Ali K. Razack,Said Al-Hallaj, A review on phase change energy storage: materials and applications, Energy Conversion and Management, vol.45, pp.1597–1615, 2004. [3] M Ravikumar, PSS Srinivasan, Analysis of heat transfer across building roof with phase change material, Journal of Computational Information Systems, vol.4, pp.1497-1505, 2012. [4] Piia Lamberg, Reijo Lehtiniemi, Anna-Maria Henell, Numerical and experimental investigation of melting and freezing processes in phase change material storage, International Journal of Thermal Sciences, vol.43, pp.277–287, 2004. [5] Y. Tian, C.Y. Zhao, Numerical investigations of heat transfer in phase change materials using non-thermal equilibrium model, 11th UK National Heat Transfer Conference, London, UK, 6-8 September, 2009.
  • 22. ACKNOWLEDGEMENT We place on record, our sincere thanks to Dr.A.W.Kolhatkar(Principal,J.D.I.E.T.,Yavatmal and Dr. A. B. Borade (H.O.D., Mech. Engg.) for permitting us to do the work on this project. Without the precious support from Prof. T.B.Kathoke And Prof. P. R. Ingole, It would not have been possible to carry through.