SlideShare a Scribd company logo
1 of 20
pRACTICAL TRAINING REPORT
AT
JKPCC Ltd. Srinagar J&K
Submitted By;
lone mohsin nazeer
(m-techconstructionmanagement)
lovelyprofessional university
INTRODUCTION
 The J&K Projects Construction Corporation limited.
 A government owned company was incorporated in 1965.
 The project is about a steel truss bridge which was constructed
between two small villages namely Maloora and Chounchan in
the district Srinagar.
 The main purpose was to reduce the extra distance of 1.8 km.
 In this project construction of various parts of superstructure
have been discussed in detail which is namely pier, pier cap,
concrete pedestal, reaction block, bearings and other
connections.
 For construction of piers, vertical reinforcements were
constructed according to the center line of the bridge and while
concreting, vibrators were used for removal of air voids.
ECONOMIC PRIORTIES
Efficient use of resources.
Minimum disruption.
Durability
Adaptability
ENVIORMENTAL PRIORTIES
 Recycling and reuse.
 Minimum co2 and energy burdens.
 Minimum waste.
 Light weight construction.
SOCIAL PRIORTIES
Sustainable communities.
Health and safety.
Minimum impact.
 Aesthetically pleasing bridges.
TRUSSBRIDGE
Truss is a structure of connected elements forming
triangular units.
The connected elements (typically straight) may
be stressed from tension, compression, or
sometimes both in response to dynamic loads.
Truss bridges are one of the oldest types of modern
bridges.
TOOLSUSED
Vibrator
 One of the most important steps when pouring concrete is
the vibration of concrete.
 Concrete vibrators, if used properly, will reduce the
amount of air pockets inside the concrete mass
 External vibrators shall be used to reach the center while
 internal vibrator can be used to consolidate the center
portion of the concrete mass.
Vibrator
TILTINGDRUM MIXER
Most small batches are of tilting drum type having
outputs up to 200-280 liters(7-10 cft) per batch of
mixed concrete.
The drum is conical or bowl shaped with internal
vanes, the discharge from such a mixer is rapid and
unseggregated.
Generally these mixers are hand loaded which makes
the quality control of successive mixes difficult to
regulate.
TILTINGDRUMMIXER
PIER
The piers generally built of brick or stone masonry or
concrete
like spread footings, piles, wells or caissons.
The superstructure comprising the slab or beam
transmit the reactions to the piers through the bridge
and bed blocks.
Coarse Aggregate
PIER
FORCES ACTING ON PIER
Dead load of superstructure and pier.
Live load of vehicles moving on the bridge.
Effect of earthquake forces.
Forces due to water current and wave action.
Effect of buoyancy on the submerged part of the pier
REINFORCEMENT OF PIER
The grade of steel used in pier is Fe415.
The reinforcement in pier is made up of main bars
25mm diameter which are in 35numbers.
Vertical spacing 12mm diameter placed at a
distance of 480mm center to center.
 REINFORCEMENTOF PIER
PIER CAP
The upper or bearing part of a bridge pier.
Pier cap is a structure that takes the load of girders and
bearings .
Pier cap is mounted on the top of pier.
 PIER CAP
CONCLUSION
 Due to the construction of this bridge the people
living around the vicinity would not have to travel
extra 1.8km from Maloora to Chounchan and vice
versa and also because of this bridge.
 the distance to National Highway is reduced. As
now traffic can be diverted through this bridge, so it
would result lesser amount of traffic on main and sub
main roads.
THANK
YOU

More Related Content

What's hot

Stone columns - an overview(Ground improvement)
Stone columns -  an overview(Ground improvement)Stone columns -  an overview(Ground improvement)
Stone columns - an overview(Ground improvement)
Tarachand Veeragattapu
 
Ecg533 rock-tunnel-engineering
Ecg533 rock-tunnel-engineeringEcg533 rock-tunnel-engineering
Ecg533 rock-tunnel-engineering
Junaida Wally
 

What's hot (20)

Retrofitting
RetrofittingRetrofitting
Retrofitting
 
Retrofitting and rehabilitation
Retrofitting and rehabilitationRetrofitting and rehabilitation
Retrofitting and rehabilitation
 
Retrofitting
Retrofitting Retrofitting
Retrofitting
 
Bridge
BridgeBridge
Bridge
 
Highway failure & their maintenance ppt
 Highway failure & their maintenance ppt Highway failure & their maintenance ppt
Highway failure & their maintenance ppt
 
Seismic retrofitting techniques
Seismic retrofitting techniquesSeismic retrofitting techniques
Seismic retrofitting techniques
 
Seismic Retrofitting of RC Building with Jacketing and Shear Wall Seismic Ret...
Seismic Retrofitting of RC Buildingwith Jacketing and Shear Wall Seismic Ret...Seismic Retrofitting of RC Buildingwith Jacketing and Shear Wall Seismic Ret...
Seismic Retrofitting of RC Building with Jacketing and Shear Wall Seismic Ret...
 
Seismic retrofitting techniques of rcc
Seismic retrofitting techniques of rccSeismic retrofitting techniques of rcc
Seismic retrofitting techniques of rcc
 
Tony
TonyTony
Tony
 
Pdce 170900713008 2721302_bhavya
Pdce 170900713008 2721302_bhavyaPdce 170900713008 2721302_bhavya
Pdce 170900713008 2721302_bhavya
 
Bridge rehabilitation
Bridge rehabilitationBridge rehabilitation
Bridge rehabilitation
 
Stone columns - an overview(Ground improvement)
Stone columns -  an overview(Ground improvement)Stone columns -  an overview(Ground improvement)
Stone columns - an overview(Ground improvement)
 
Ecg533 rock-tunnel-engineering
Ecg533 rock-tunnel-engineeringEcg533 rock-tunnel-engineering
Ecg533 rock-tunnel-engineering
 
HIGHWAY NETWORK SYSTEM
HIGHWAY NETWORK SYSTEMHIGHWAY NETWORK SYSTEM
HIGHWAY NETWORK SYSTEM
 
Lecture earthquake-4
Lecture earthquake-4Lecture earthquake-4
Lecture earthquake-4
 
BHUSAN GEOJE FIXED LINK presentation
BHUSAN GEOJE FIXED LINK presentationBHUSAN GEOJE FIXED LINK presentation
BHUSAN GEOJE FIXED LINK presentation
 
Retrofitting of buildings
Retrofitting of buildingsRetrofitting of buildings
Retrofitting of buildings
 
Construction Of A Viaduct/Bridge: An Overview
Construction Of A Viaduct/Bridge: An OverviewConstruction Of A Viaduct/Bridge: An Overview
Construction Of A Viaduct/Bridge: An Overview
 
Complete report1123121
Complete report1123121Complete report1123121
Complete report1123121
 
RETROFITTING OF CONCRETE STRUCTURE
RETROFITTING OFCONCRETE STRUCTURERETROFITTING OFCONCRETE STRUCTURE
RETROFITTING OF CONCRETE STRUCTURE
 

Similar to pRACTICAL TRAINING REPORT AT JKPCC Ltd. Srinagar J&K

Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
ijtsrd
 
To investigate combined influence of steel fiber and silicafume on high stren...
To investigate combined influence of steel fiber and silicafume on high stren...To investigate combined influence of steel fiber and silicafume on high stren...
To investigate combined influence of steel fiber and silicafume on high stren...
IAEME Publication
 

Similar to pRACTICAL TRAINING REPORT AT JKPCC Ltd. Srinagar J&K (20)

Reinforcement concrete and properties of matrial
Reinforcement concrete and properties of matrial Reinforcement concrete and properties of matrial
Reinforcement concrete and properties of matrial
 
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURESCOMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
 
Prestressed Concrete Bridge.pptx
Prestressed Concrete Bridge.pptxPrestressed Concrete Bridge.pptx
Prestressed Concrete Bridge.pptx
 
stress ribbon bridge.pptx
stress ribbon bridge.pptxstress ribbon bridge.pptx
stress ribbon bridge.pptx
 
Bandra Worli sea link
Bandra Worli sea linkBandra Worli sea link
Bandra Worli sea link
 
A report on "The open road-1951 Highway Construction"
A report on "The open road-1951 Highway Construction" A report on "The open road-1951 Highway Construction"
A report on "The open road-1951 Highway Construction"
 
The open road
The open roadThe open road
The open road
 
ANALYSIS OF PRE-STRESSED BRIDGE CONSTRUCTION
ANALYSIS OF PRE-STRESSED BRIDGE CONSTRUCTIONANALYSIS OF PRE-STRESSED BRIDGE CONSTRUCTION
ANALYSIS OF PRE-STRESSED BRIDGE CONSTRUCTION
 
Light weight concrete
Light weight concreteLight weight concrete
Light weight concrete
 
1-Basics of Prestressed Concrete.pdforgs
1-Basics of Prestressed Concrete.pdforgs1-Basics of Prestressed Concrete.pdforgs
1-Basics of Prestressed Concrete.pdforgs
 
Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Sl...
 
Rcc
RccRcc
Rcc
 
Shinchan presentation.pptx
Shinchan presentation.pptxShinchan presentation.pptx
Shinchan presentation.pptx
 
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrupsFerrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
 
IRJET- Behavior of Compound Concrete Filled Reinforced PVC Tubes Under Compre...
IRJET- Behavior of Compound Concrete Filled Reinforced PVC Tubes Under Compre...IRJET- Behavior of Compound Concrete Filled Reinforced PVC Tubes Under Compre...
IRJET- Behavior of Compound Concrete Filled Reinforced PVC Tubes Under Compre...
 
6. BRIDGE ENGINEERING (RBT) 2160603 GTU
6. BRIDGE ENGINEERING (RBT) 2160603 GTU6. BRIDGE ENGINEERING (RBT) 2160603 GTU
6. BRIDGE ENGINEERING (RBT) 2160603 GTU
 
Suraj presentation.pptx
Suraj presentation.pptxSuraj presentation.pptx
Suraj presentation.pptx
 
RBE MP.docx
RBE MP.docxRBE MP.docx
RBE MP.docx
 
State of The Art Report on Steel-Concrete In filled Composite Column
State of The Art Report on Steel-Concrete In filled Composite ColumnState of The Art Report on Steel-Concrete In filled Composite Column
State of The Art Report on Steel-Concrete In filled Composite Column
 
To investigate combined influence of steel fiber and silicafume on high stren...
To investigate combined influence of steel fiber and silicafume on high stren...To investigate combined influence of steel fiber and silicafume on high stren...
To investigate combined influence of steel fiber and silicafume on high stren...
 

More from Lone Mohsin Nazeer (6)

PRACTICAL TRAINING REPORT AT R&B DEPARTMENT DIVISION BARAMULLA
PRACTICAL TRAINING REPORTATR&B DEPARTMENT DIVISION BARAMULLAPRACTICAL TRAINING REPORTATR&B DEPARTMENT DIVISION BARAMULLA
PRACTICAL TRAINING REPORT AT R&B DEPARTMENT DIVISION BARAMULLA
 
light weight concrete
light weight concretelight weight concrete
light weight concrete
 
Bamboo as a building material
Bamboo as a building materialBamboo as a building material
Bamboo as a building material
 
AN EXPERIMENTAL STUDY ON POLYPROPYLENE FIBRE REINFORCEMENT CONCRETE WITH MINE...
AN EXPERIMENTAL STUDY ON POLYPROPYLENE	FIBRE REINFORCEMENT CONCRETE WITH MINE...AN EXPERIMENTAL STUDY ON POLYPROPYLENE	FIBRE REINFORCEMENT CONCRETE WITH MINE...
AN EXPERIMENTAL STUDY ON POLYPROPYLENE FIBRE REINFORCEMENT CONCRETE WITH MINE...
 
STUDY on PARTIAL REPLACEMENT BY GLASS POWDER AND CRUSHED SPENT FIRE BRICKS in...
STUDY on PARTIAL REPLACEMENT BY GLASS POWDER AND CRUSHED SPENT FIRE BRICKS in...STUDY on PARTIAL REPLACEMENT BY GLASS POWDER AND CRUSHED SPENT FIRE BRICKS in...
STUDY on PARTIAL REPLACEMENT BY GLASS POWDER AND CRUSHED SPENT FIRE BRICKS in...
 
an experimental study on behavior of concrete by adding nano silca
an experimental study on behavior of concrete  by adding nano silcaan experimental study on behavior of concrete  by adding nano silca
an experimental study on behavior of concrete by adding nano silca
 

Recently uploaded

Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
Kira Dess
 
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
AshwaniAnuragi1
 

Recently uploaded (20)

Fuzzy logic method-based stress detector with blood pressure and body tempera...
Fuzzy logic method-based stress detector with blood pressure and body tempera...Fuzzy logic method-based stress detector with blood pressure and body tempera...
Fuzzy logic method-based stress detector with blood pressure and body tempera...
 
Worksharing and 3D Modeling with Revit.pptx
Worksharing and 3D Modeling with Revit.pptxWorksharing and 3D Modeling with Revit.pptx
Worksharing and 3D Modeling with Revit.pptx
 
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdfInstruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
 
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
 
engineering chemistry power point presentation
engineering chemistry  power point presentationengineering chemistry  power point presentation
engineering chemistry power point presentation
 
Augmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptxAugmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptx
 
Presentation on Slab, Beam, Column, and Foundation/Footing
Presentation on Slab,  Beam, Column, and Foundation/FootingPresentation on Slab,  Beam, Column, and Foundation/Footing
Presentation on Slab, Beam, Column, and Foundation/Footing
 
History of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & ModernizationHistory of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & Modernization
 
Independent Solar-Powered Electric Vehicle Charging Station
Independent Solar-Powered Electric Vehicle Charging StationIndependent Solar-Powered Electric Vehicle Charging Station
Independent Solar-Powered Electric Vehicle Charging Station
 
What is Coordinate Measuring Machine? CMM Types, Features, Functions
What is Coordinate Measuring Machine? CMM Types, Features, FunctionsWhat is Coordinate Measuring Machine? CMM Types, Features, Functions
What is Coordinate Measuring Machine? CMM Types, Features, Functions
 
Path loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata ModelPath loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata Model
 
Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
 
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
 
DBMS-Report on Student management system.pptx
DBMS-Report on Student management system.pptxDBMS-Report on Student management system.pptx
DBMS-Report on Student management system.pptx
 
Databricks Generative AI Fundamentals .pdf
Databricks Generative AI Fundamentals  .pdfDatabricks Generative AI Fundamentals  .pdf
Databricks Generative AI Fundamentals .pdf
 
CLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference ModalCLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference Modal
 
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptxSLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
 
Artificial Intelligence in due diligence
Artificial Intelligence in due diligenceArtificial Intelligence in due diligence
Artificial Intelligence in due diligence
 
Geometric constructions Engineering Drawing.pdf
Geometric constructions Engineering Drawing.pdfGeometric constructions Engineering Drawing.pdf
Geometric constructions Engineering Drawing.pdf
 
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
 

pRACTICAL TRAINING REPORT AT JKPCC Ltd. Srinagar J&K

  • 1.
  • 2. pRACTICAL TRAINING REPORT AT JKPCC Ltd. Srinagar J&K Submitted By; lone mohsin nazeer (m-techconstructionmanagement) lovelyprofessional university
  • 3. INTRODUCTION  The J&K Projects Construction Corporation limited.  A government owned company was incorporated in 1965.  The project is about a steel truss bridge which was constructed between two small villages namely Maloora and Chounchan in the district Srinagar.  The main purpose was to reduce the extra distance of 1.8 km.  In this project construction of various parts of superstructure have been discussed in detail which is namely pier, pier cap, concrete pedestal, reaction block, bearings and other connections.  For construction of piers, vertical reinforcements were constructed according to the center line of the bridge and while concreting, vibrators were used for removal of air voids.
  • 4. ECONOMIC PRIORTIES Efficient use of resources. Minimum disruption. Durability Adaptability
  • 5. ENVIORMENTAL PRIORTIES  Recycling and reuse.  Minimum co2 and energy burdens.  Minimum waste.  Light weight construction.
  • 6. SOCIAL PRIORTIES Sustainable communities. Health and safety. Minimum impact.  Aesthetically pleasing bridges.
  • 7. TRUSSBRIDGE Truss is a structure of connected elements forming triangular units. The connected elements (typically straight) may be stressed from tension, compression, or sometimes both in response to dynamic loads. Truss bridges are one of the oldest types of modern bridges.
  • 8. TOOLSUSED Vibrator  One of the most important steps when pouring concrete is the vibration of concrete.  Concrete vibrators, if used properly, will reduce the amount of air pockets inside the concrete mass  External vibrators shall be used to reach the center while  internal vibrator can be used to consolidate the center portion of the concrete mass.
  • 10. TILTINGDRUM MIXER Most small batches are of tilting drum type having outputs up to 200-280 liters(7-10 cft) per batch of mixed concrete. The drum is conical or bowl shaped with internal vanes, the discharge from such a mixer is rapid and unseggregated. Generally these mixers are hand loaded which makes the quality control of successive mixes difficult to regulate.
  • 12. PIER The piers generally built of brick or stone masonry or concrete like spread footings, piles, wells or caissons. The superstructure comprising the slab or beam transmit the reactions to the piers through the bridge and bed blocks.
  • 14. FORCES ACTING ON PIER Dead load of superstructure and pier. Live load of vehicles moving on the bridge. Effect of earthquake forces. Forces due to water current and wave action. Effect of buoyancy on the submerged part of the pier
  • 15. REINFORCEMENT OF PIER The grade of steel used in pier is Fe415. The reinforcement in pier is made up of main bars 25mm diameter which are in 35numbers. Vertical spacing 12mm diameter placed at a distance of 480mm center to center.
  • 17. PIER CAP The upper or bearing part of a bridge pier. Pier cap is a structure that takes the load of girders and bearings . Pier cap is mounted on the top of pier.
  • 19. CONCLUSION  Due to the construction of this bridge the people living around the vicinity would not have to travel extra 1.8km from Maloora to Chounchan and vice versa and also because of this bridge.  the distance to National Highway is reduced. As now traffic can be diverted through this bridge, so it would result lesser amount of traffic on main and sub main roads.