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SEMINAR
ON
TRANSPARENT
CONCRETE
BY,
JOHNS ABRAHAM
7TH
SEMCA
MACE,KOTHAMANGALAM
CONTENTS
 INTRODUCTION
 MATERIAL USED
 PRINCIPLE
 MANUFACTURING PROCESS
 EXPERIMENTS OF TRANSPARENT
CONCRETE
 APPLICATIONS
 ADVANTAGES AND DISADVANTAGES
 CONCLUSION
 REFERENCES
INTRODUCTION
 Transparent concrete - Light-Transmissive
property.
 Light-Transmissive property- uniform distribution
Plastic Optical Fibres (POF) .
 Also known as Translucent concrete, LiTraCon.
MATERIAL USED FOR TRANSPARENT
CONCRETE
 The two basic materials are:-
1. Fine concrete
2. Optical fibres
 Fine concrete : cement & fine aggregate (sand)
 Optical fibres: There are 3 kinds
I. Multimode graded-index fibre
II. Multimode step-index fibre
III. Single-mode step-index fibres.
PRINCIPLE
 Transparent concrete works based on
“Nano-Optics”.
 Fibers are placed directly on top of each other.
 Fibers acts like slits & carry light throughout.
MANUFACTURING PROCESS
 almost same as regular concrete.
 concrete are poured into the mould in layers.
 On top of each layers, a layer of fibers is
infused.
 Fiber & concrete are alternately inserted into
moulds at intervals of approx. 2 mm to 5mm.
 Adding 4% to 5% optical fibres by volume
into the concrete mixture.
MANUFACTURING PROCESS….
 The concrete mixture is made from fine
aggregate & cement.
 1000’s of strands of optical fibres are cast into
concrete.
 Smaller or thinner layers allow an increased
amount of light to pass through the concrete.
 The casted material is cut into panels or blocks
& polished.
EXPERIMENTS OF TRANSPARENT
CONCRETE:-
->EVALUATION METHOD OF LIGHT GUIDING:-
ρ=ξ× (J1/J0)×100%
Js0= ρ0 x A1= (W0/A0)x A1
Js1 = ρ1 x N = (W1/ n1) x N
ρs = [ (ξ x N x W1 x A0)/(W0 x A1 x n ) ] X 100 %
ξ-correcton coefficient of measuring equipment
Js0-incident energy
Js1-transmission energy
A1-cross-sectinal area of transparent concrete
N-total number of POF
W0-light energy of incident probe
W1-light energy of transmission probe
ρs – transmittance
n1- number of pof coverd by transmision probe
->LIGHT GUIDING EXPERIMENT USING HALOGEN AND
INCANDESCENT LAMP:-
fig:a
->SELF-SENSING PROPERTY:-
fig: b isocline effect isochromatic effect
->TEST OF MECHANICAL PROPERTY OF
TRANSLUCENT CONCRETE BY FREEZING TEST:-
fig :c Procedure of mechanical properties test after freezing-thawing
fig:d compression test
ρf= [(fc0-fcn)/fc0 ]×100
ρf-compressive strength loss
fc0-compressive strength before freeze –thawing test
fcn-compressive strength after freeze –thawing test
->IMPERMEABILITY PROPERTY:-
fig : e procedure of chloride
diffusion coefficent test
-seal the boundary with epoxy resin
-POF’s coating rough to increase the compactness
APPLICATIONS
 floors, pavements and load-bearing walls.
 Facades, interior wall cladding & dividing walls
 Partitions wall
 In furniture
 Light sidewalks at night.
 Illuminating speed bumps
ADVANTAGES
 Energy saving
 Good aesthetical view to the building.
 Concrete is very costly
 Skilled labour needed
DISADVANTAGES
CONCLUSION
 developed by adding optical fibre or large
diameter glass fibre .
 good light guiding property
 It doesn’t loose the strength parameter also it has
very vital property from the aesthetic point of view.
 concept of green energy saving
REFERENCES
 Bhavin k.Kashiyani,Varsha raina,Jayeshkumar Pittroda,Dr.Bhavnaben
K.Shah,(2013)A Study on transparent Concrete:A Novel Architectural
Material to Explore Construction Sector,International Journal of
Engineering and Innovative Technology(IJEIT),8,2,pp 83-87
 Jainping He,Zhi Zhou,Jinping Ou,(2011) Study on Smart Transparent
Concrete Product and Its Performances,The 6th
International owrkshop on
Advanced Smart Materials and Smart Structures Technology
 en.wikipedia.org/wiki/Translucent_concrete
 wikipedia.org/wiki/Optical_fiber
 byen.wikipedia.org/wiki/LiTraCon
 www.litracon.hu/
THANK YOU
“TRANSPARENT CONCRETE IS
DEFINITELY THE PRESENT AND
THE FUTURE”

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TRANSPARENT CONCRETE

  • 2. CONTENTS  INTRODUCTION  MATERIAL USED  PRINCIPLE  MANUFACTURING PROCESS  EXPERIMENTS OF TRANSPARENT CONCRETE  APPLICATIONS  ADVANTAGES AND DISADVANTAGES  CONCLUSION  REFERENCES
  • 3. INTRODUCTION  Transparent concrete - Light-Transmissive property.  Light-Transmissive property- uniform distribution Plastic Optical Fibres (POF) .  Also known as Translucent concrete, LiTraCon.
  • 4. MATERIAL USED FOR TRANSPARENT CONCRETE  The two basic materials are:- 1. Fine concrete 2. Optical fibres  Fine concrete : cement & fine aggregate (sand)  Optical fibres: There are 3 kinds I. Multimode graded-index fibre II. Multimode step-index fibre III. Single-mode step-index fibres.
  • 5. PRINCIPLE  Transparent concrete works based on “Nano-Optics”.  Fibers are placed directly on top of each other.  Fibers acts like slits & carry light throughout.
  • 6. MANUFACTURING PROCESS  almost same as regular concrete.  concrete are poured into the mould in layers.  On top of each layers, a layer of fibers is infused.  Fiber & concrete are alternately inserted into moulds at intervals of approx. 2 mm to 5mm.  Adding 4% to 5% optical fibres by volume into the concrete mixture.
  • 7. MANUFACTURING PROCESS….  The concrete mixture is made from fine aggregate & cement.  1000’s of strands of optical fibres are cast into concrete.  Smaller or thinner layers allow an increased amount of light to pass through the concrete.  The casted material is cut into panels or blocks & polished.
  • 8. EXPERIMENTS OF TRANSPARENT CONCRETE:- ->EVALUATION METHOD OF LIGHT GUIDING:- ρ=ξ× (J1/J0)×100% Js0= ρ0 x A1= (W0/A0)x A1 Js1 = ρ1 x N = (W1/ n1) x N ρs = [ (ξ x N x W1 x A0)/(W0 x A1 x n ) ] X 100 % ξ-correcton coefficient of measuring equipment Js0-incident energy Js1-transmission energy A1-cross-sectinal area of transparent concrete N-total number of POF W0-light energy of incident probe W1-light energy of transmission probe ρs – transmittance n1- number of pof coverd by transmision probe
  • 9. ->LIGHT GUIDING EXPERIMENT USING HALOGEN AND INCANDESCENT LAMP:- fig:a ->SELF-SENSING PROPERTY:- fig: b isocline effect isochromatic effect
  • 10. ->TEST OF MECHANICAL PROPERTY OF TRANSLUCENT CONCRETE BY FREEZING TEST:- fig :c Procedure of mechanical properties test after freezing-thawing fig:d compression test
  • 11. ρf= [(fc0-fcn)/fc0 ]×100 ρf-compressive strength loss fc0-compressive strength before freeze –thawing test fcn-compressive strength after freeze –thawing test ->IMPERMEABILITY PROPERTY:- fig : e procedure of chloride diffusion coefficent test
  • 12. -seal the boundary with epoxy resin -POF’s coating rough to increase the compactness
  • 13. APPLICATIONS  floors, pavements and load-bearing walls.  Facades, interior wall cladding & dividing walls  Partitions wall  In furniture  Light sidewalks at night.  Illuminating speed bumps
  • 14. ADVANTAGES  Energy saving  Good aesthetical view to the building.  Concrete is very costly  Skilled labour needed DISADVANTAGES
  • 15. CONCLUSION  developed by adding optical fibre or large diameter glass fibre .  good light guiding property  It doesn’t loose the strength parameter also it has very vital property from the aesthetic point of view.  concept of green energy saving
  • 16. REFERENCES  Bhavin k.Kashiyani,Varsha raina,Jayeshkumar Pittroda,Dr.Bhavnaben K.Shah,(2013)A Study on transparent Concrete:A Novel Architectural Material to Explore Construction Sector,International Journal of Engineering and Innovative Technology(IJEIT),8,2,pp 83-87  Jainping He,Zhi Zhou,Jinping Ou,(2011) Study on Smart Transparent Concrete Product and Its Performances,The 6th International owrkshop on Advanced Smart Materials and Smart Structures Technology  en.wikipedia.org/wiki/Translucent_concrete  wikipedia.org/wiki/Optical_fiber  byen.wikipedia.org/wiki/LiTraCon  www.litracon.hu/
  • 17. THANK YOU “TRANSPARENT CONCRETE IS DEFINITELY THE PRESENT AND THE FUTURE”