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

pRACTICAL TRAINING REPORT AT JKPCC Ltd. Srinagar J&K

  • 2.
    pRACTICAL TRAINING REPORT AT JKPCCLtd. Srinagar J&K Submitted By; lone mohsin nazeer (m-techconstructionmanagement) lovelyprofessional university
  • 3.
    INTRODUCTION  The J&KProjects 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 useof resources. Minimum disruption. Durability Adaptability
  • 5.
    ENVIORMENTAL PRIORTIES  Recyclingand reuse.  Minimum co2 and energy burdens.  Minimum waste.  Light weight construction.
  • 6.
    SOCIAL PRIORTIES Sustainable communities. Healthand safety. Minimum impact.  Aesthetically pleasing bridges.
  • 7.
    TRUSSBRIDGE Truss is astructure 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 ofthe 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.
  • 9.
  • 10.
    TILTINGDRUM MIXER Most smallbatches 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.
  • 11.
  • 12.
    PIER The piers generallybuilt 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.
  • 13.
  • 14.
    FORCES ACTING ONPIER 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 Thegrade 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.
  • 16.
  • 17.
    PIER CAP The upperor 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.
  • 18.
  • 19.
    CONCLUSION  Due tothe 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.
  • 20.