Download - Vivek Kuliyal
INTRODUCTION
Name of Work: Office Building for A.G, Uttarakhand .
Location: AG Campus Kaulagarh , DehradunConstruction Deptt.- C.P.W.D., DehradunContractor: M/s Dewan ChandAgreement No.- 09/EE/DCD-II/2010-11Date of Start: 28-8-2010Date of Completion: 31-3-2015
Estimated Cost: Rs. 31,88,61,721Civil Work: Rs. 31,06,78,232Electrical Work: Rs. 81,83,489
FLOORS: G+5 with Basement for parkingFloor to Floor height:3.6 m for ground floor and
3.3 m for rest of the floor.Foundation Type:
Pile Foundation: 289 piles of 21.2 m beneath the ground level
Raft FoundationCentralised AC Building.
PLAN DETAILS
Shape of Building: Right Isosceles TriangleTotal Area: 4943.63 m2
Building is divided into Two Symmetrical Blocks:Right Hand Side BlockLeft Hand Side Block
PLAN OF BUILDING (Ground Floor)
R.H.S Block
L.H.S. Block
Area Calculation(Ground Floor)
R.C.C. DETAILS OF BUILDING
Types of Columns at the site:Rectangular Column: 600mm*750mmSquare Column: 600mm*600mmCircular Column: 800mm diaPentagonal ColumnHexagonal Column
RECTANGULAR COLUMN
CIRCULAR COLUMN
PENTAGONAL COLUMN
HEXAGONAL COLUMN
Slab Details:S1: 12 mm ɸ main bars@150 mm c/c spacing
S1: 10 mm ɸ distribution bars@175 mm c/c spacingS2: 12 mm ɸ main bars@175 mm c/c spacing
S2: 10 mm ɸ distribution bars@175 mm c/c spacingS3: 12 mm ɸ main bars@150 mm c/c spacing
S3: 10 mm ɸ distribution bars@150 mm c/c spacingBeam Details:
Square beam: 600mm*600mm
BEAM
SLABS
Clear Cover: Beam: 40mm or Dia of Bar used, whichever is
more Column : 25mm or Dia of Bar used, whichever is
more Slab: 15 mm or Dia of Bar used, whichever is
more. Sizes of Steel Bar used:
32mm,25mm,20mm,16mm,12mm,10mm and 8mm Type of steel bar used:
Mild Steel Thermodynamic-Mechanically Treated(T.M.T) bars
Example :Analysis of Rectangular Column
For analysis, i have computed following elements:
1. Spacing of Bars:125 mm and 108.3 mm along width and depth respectively
2. No. Of Stirrups: 343. Total Length of stirrups:216 m4. Weight of Bars: 281 kg5. Percentage Steel:1.4%6. Shuttering Area: 8.1 m2
7. Concrete Volume: 1.35 m3
SITE EQUIPMENTS
TOWER GRID VEHICLE
FRONT VIEW OF TOWER GRID VEHICLE
SEMI-AUTOMATIC MIXING PLANT
AUTOMATIC MIXING PLANT
SITE PICTURES
STEEL BARS USED AT SITE
BAR-BENDING IN SLAB
RETAINING WALL AT BACK OF THE BUILDING
COVER BLOCK
HACKING ON COLUMN
CONCLUSION• I have learnt the various technicalities involved in
construction of various structural members.• I have gained practical knowledge of how
reinforcement is provided for various members and computing the elements of the same.
• Observed the working of various site equipments.
• Through the training period, apart from technical knowledge, how the human resources are managed at site.