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Sub : CL450 ( Summer Internship )
Duration : 15th FEB to 10th MARCH
Mentor : MS. NEHA RAJPUT
By : DHRUV J. PATEL (D18CL124)
ANALYSIS AND DESIGN OF
RESIDENTIAL BUILDING
Activities
 Introduction
 Detail Site Plan
 Material Used
 Equipment Used
 Cycle process of building Construction
 Conclusion
2
Introduction
Name of Project : KOTYARKDHAM TEMPLE
Company Name : GAYATRI HOMES
Location of Site : UMERETH-DAKOR ROAD ,
UMRETH, ANAND
Project Start : APRIL 2020
Super Built up Area:176.65 Sq. m (per house)
Project Manager : V.k.patel 3
DETAIL SITE PLAN
4
PLAN 1 PLAN 2
MATERIAL USED
CEMENT
COARSE
AGGREGATE
weather shield
Rate: 395 ₹/
bag
Size : 20 mm
Rate : 630 ₹/ ton
5
SAND
Size : 0.25 mm
Rate : 400 ₹/
ton
STEEL
TMT bars
Rate:58 ₹/ kg
EQUIPMENT USED
Concrete mixer machine Tower hoist
Hand cart Needle vibrator
6
MARKING & PLOTTING
7
• Marking & plotting done according to center line plan of
building.
SITE 1 SITE 2
EXCAVATION
8
SITE 1:
• Here the depth of footing
is 3 feet & width is 2.5
feet.
SITE 2:
• Here the depth of footing
is 6 feet & width is 5 feet.
ISOLATED SLOPE FOOTING
9
SITE 1 SITE 2
RUBBLE FILLING
10
• Since our structure is load
bearing + frame structure the
rubble filling provides
structural stability to the brick
masonry of super structure.
• not required to provide ground
beams.
• Rubble size : 250 mm to 300
mm
• Rate : 600 ₹ / ton
STONE DUST FILLING
11
• A steel tamper
weighting about
20 kg is used for
compaction &
leveling of dust
filling.
• Stone dust size :
75 micron to 4.75
mm
• Rate : 550 ₹/ton Hand tamper
Stone dust filling
Formwork
for column
plank
props
lafa
COMPARISION BETWEEN CLAY BRICK
& FLY ASH BRICK
REMARKS CLAY BRICKS FLY ASH BRICKS
APPEARANCE
SURFACE Uneven & rough surface Even & smooth surface
COLOUR Reddish orange Greyish
COMPRESSIVE
STRENGTH
35 kg/cm2 100 kg/cm2
WEIGHT Light Heavy
WATER
ABSORPTION
20 – 25 % 6 – 12 %
SHAPED BY Hand made moulds Machine press
12
BRICKWORK IN SUB STRUCTURE
13
• Type of brick : First class brick
• Rate : 3700 ₹ / 1000 nos. bricks
• Total length : 145.58 m (for 2
duplex)
• Width : 0.35 m [ 14” ( 3 brick
thick)]
• Height : 0.46 m (1.5’)
• Mortar ratio = 1 : 6 (cement :
sand)
BRICK WORK
14
Bond type : Flemish bond
Thickness : 9” ( 2 brick
thick)
Bond type : stretcher
bond
Thickness : 4.5” ( 1
brick thick)
ERECTION OF STAIRCASE
15
Laying of reinforcement Casted staircase
ERECTION OF SLAB
16
Member which can usually carry uniform distributed load and
form floor or roof of the building is called slab.
Slab Reinforcement Extra Site Slab Work
PLASTERING WORK
17
 OBJECTS OF PLASTERING :
 To protect the external surface
against penetration of rain
water and atmospheric
agencies.
 To give smooth surface which dust
and dirt can not lodge.
 To give decorative effect.
 To conceal defective workmanship.
ELEVATION OF BUILDING
18
DRAWING ELEVATION
SITE ELEVATION
Conclusion
19
 Durability of a building depend mainly on proper
construction process and proper use of materials.
 As per my training ,I have conclude that , during
my training days I was familiar with the construction
of all activities under a ‘Gayatri Homes’.
 The Internship Taught About The Steps Of The
Foundation, Analysis Of The Structural Drawing.
THANK
YOU!

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D18cl124 internship_presentation

  • 1. Sub : CL450 ( Summer Internship ) Duration : 15th FEB to 10th MARCH Mentor : MS. NEHA RAJPUT By : DHRUV J. PATEL (D18CL124) ANALYSIS AND DESIGN OF RESIDENTIAL BUILDING
  • 2. Activities  Introduction  Detail Site Plan  Material Used  Equipment Used  Cycle process of building Construction  Conclusion 2
  • 3. Introduction Name of Project : KOTYARKDHAM TEMPLE Company Name : GAYATRI HOMES Location of Site : UMERETH-DAKOR ROAD , UMRETH, ANAND Project Start : APRIL 2020 Super Built up Area:176.65 Sq. m (per house) Project Manager : V.k.patel 3
  • 5. MATERIAL USED CEMENT COARSE AGGREGATE weather shield Rate: 395 ₹/ bag Size : 20 mm Rate : 630 ₹/ ton 5 SAND Size : 0.25 mm Rate : 400 ₹/ ton STEEL TMT bars Rate:58 ₹/ kg
  • 6. EQUIPMENT USED Concrete mixer machine Tower hoist Hand cart Needle vibrator 6
  • 7. MARKING & PLOTTING 7 • Marking & plotting done according to center line plan of building. SITE 1 SITE 2
  • 8. EXCAVATION 8 SITE 1: • Here the depth of footing is 3 feet & width is 2.5 feet. SITE 2: • Here the depth of footing is 6 feet & width is 5 feet.
  • 10. RUBBLE FILLING 10 • Since our structure is load bearing + frame structure the rubble filling provides structural stability to the brick masonry of super structure. • not required to provide ground beams. • Rubble size : 250 mm to 300 mm • Rate : 600 ₹ / ton
  • 11. STONE DUST FILLING 11 • A steel tamper weighting about 20 kg is used for compaction & leveling of dust filling. • Stone dust size : 75 micron to 4.75 mm • Rate : 550 ₹/ton Hand tamper Stone dust filling Formwork for column plank props lafa
  • 12. COMPARISION BETWEEN CLAY BRICK & FLY ASH BRICK REMARKS CLAY BRICKS FLY ASH BRICKS APPEARANCE SURFACE Uneven & rough surface Even & smooth surface COLOUR Reddish orange Greyish COMPRESSIVE STRENGTH 35 kg/cm2 100 kg/cm2 WEIGHT Light Heavy WATER ABSORPTION 20 – 25 % 6 – 12 % SHAPED BY Hand made moulds Machine press 12
  • 13. BRICKWORK IN SUB STRUCTURE 13 • Type of brick : First class brick • Rate : 3700 ₹ / 1000 nos. bricks • Total length : 145.58 m (for 2 duplex) • Width : 0.35 m [ 14” ( 3 brick thick)] • Height : 0.46 m (1.5’) • Mortar ratio = 1 : 6 (cement : sand)
  • 14. BRICK WORK 14 Bond type : Flemish bond Thickness : 9” ( 2 brick thick) Bond type : stretcher bond Thickness : 4.5” ( 1 brick thick)
  • 15. ERECTION OF STAIRCASE 15 Laying of reinforcement Casted staircase
  • 16. ERECTION OF SLAB 16 Member which can usually carry uniform distributed load and form floor or roof of the building is called slab. Slab Reinforcement Extra Site Slab Work
  • 17. PLASTERING WORK 17  OBJECTS OF PLASTERING :  To protect the external surface against penetration of rain water and atmospheric agencies.  To give smooth surface which dust and dirt can not lodge.  To give decorative effect.  To conceal defective workmanship.
  • 18. ELEVATION OF BUILDING 18 DRAWING ELEVATION SITE ELEVATION
  • 19. Conclusion 19  Durability of a building depend mainly on proper construction process and proper use of materials.  As per my training ,I have conclude that , during my training days I was familiar with the construction of all activities under a ‘Gayatri Homes’.  The Internship Taught About The Steps Of The Foundation, Analysis Of The Structural Drawing.