PRODUCED BY AN AUTODESK STUDENT VERSION
NOTE ALL DRAWINGS ARE CONCEPTUAL AND MAY DIFFER FROM IMAGES
TUBULAR STEEL PILING RIG
VALVE
300,350 400 or 450 HELICAL BINDING IN HEAD
DRAWING IS NOT TO SCALE AND KINDLY REFER DIMENSIONS AND DETAILS .
STEAM OR AIR VALVE TO OPERATE HAMMER STEEL SHELL BANDS
HEAD OF PILE
EXTRACTING GEAR FITTED TO TOP OF HAMMER
STEEL MANDREL INSIDE CONCRETE SHELL
40 COVER OF CONCRETE TO MAIN REINFORCEMENT
CASING STEEL BANDS COATED IN BITUMEN AROUND JOINT BETWEEN SHELLS
PRESSED STEEL FORFOS EVERY 1.5
5,6 OR 8 LINKS
DROP HAMMER
20 KG HAMMER
HAMMER
CONCRETE SHELL
LIFTING HOLE 600 FROM HEAD
REINFORCEMENT CAGE
DRIVING HREAD DRIVING HREAD
BODY OF PILE
20 TO 40 MM DIA REINFORCEMENT
STEEL BANDS COATED IN BITUME N AROUND JOINT BETWEEN S H E L L S
799,29
REBATE FOR STEEL BAND
Section at AA'
HAMMER CASING
STEEL SHELL BANDS REINFORCED CONCRETE SHELLS ARE THREADED ON TO STEEL MANDREL AND RAISED BETWEEN TUBULAR STEEL GUIDES OF PILING RIG
PRESSED STEEL FORKS
STEEL MANDREL INSIDE CONCRETE SHELL
LIFTING HOLE
FINISHED REINFORCED CONCRETE PILE
HELMET STEEL MANDREL AND SHELLS INTO GROUND (BLOWS FROM HAMMER DRIVE)
400 DIA. STEEL TUBE
SPLIT AND TURNED ENDS
BUILDING CONSTRUCTION AND MATERIAL
STEEL TUBE
A'
SUB ECT
65X10 M.S STRAPS CAST INTO CAST IRON SHOE
A
BASE OF PILING FRAME
LIFTING HOLE 51 LENGTH OF PILE FROM TOE
3
CHILLED CAST IRON SHOE
STEEL MANDREL AND SHELLS (BLOWS FROM HAMMER DRIVE)
MILD STEEL STRAP CAST IRON SHOE
INTO
PRO ECT
400 DIAMETER STEEL TUBE
GROUND
PILE FOUNDATION
1
SHOE OF PILE CAST IRON SHOE
CHILLED CAST IRON SHOE
PILE FOUNDATION PUMP TO OPERATE JACK
EXISTING WALL EXISTING FOUNDATION
SHORT LENGTH OF BEAM AND BEARING PLATE TO SPREAD FOUNDATION IN FOUNDATION
JACK
PILE SECTION BEING JACKED IN
EXCAVATION
END OF TUBE
COLLEGE
A PILE IS BASICALLY A LONG CYLINDER OF A STRONG MATERIAL SUCH AS CONCRETE THAT IS PUSHED INTO THE GROUND TO ACT AS A STEADY SUPPORT FOR STRUCTURE BUILT ON TOP OF IT.PILE FOUNDATIONS ARE USED IN THE FOLLOWING SITUATIONS: WHEN THERE IS A LAYER OF WEAK SOIL AT THE SURFACE. THIS LAYER CANNOT SUPPORT THE WEIGHT OF THE BUILDING, SO THE LOADS OF THE BUILDING HAVE TO BYPASS THIS LAYER AND BE TRANSFERRED TO THE LAYER OF STRONGER SOIL OR ROCK THAT IS BELOW THE WEAK LAYER. WHEN A BUILDING HAS VERY HEAVY, CONCENTRATED LOADS, SUCH AS IN A HIGH RISE STRUCTURE, BRIDGE, OR WATER TANK.
2
E:\(1) B.ARCH\(A) BONAFIDE\logo-image.png
Hindu School of Architecture Sonepat, Haryana
DRAWING TITLE
PILE FOUNDATION DETAIL CONCRETE IS PLACED IN BORING TUBES AND COMPACTED BY AIR PRESSURE SHEAR LEG
MOTAR ANDCABLE
AIR LINE
PRESSURE CAP STARTER BARS
LENGTH OF STEEL TUBE GROUNTED INTO HOLE TO JOIN PILE SECTION
STEEL SHOE
THERE ARE TWO FUNDAMENTAL TYPES OF PILE FOUNDATIONS (BASED ON FUNCTION AND USES), EACH OF WHICH WORKS IN ITS OWN WAY. SHEET PILE LOAD BEARING PILE FRICTION PILE SOIL COMPACT PILE END BEARING PILE
AIR PRESSURE HELPS TO LIFT TUBES AS CONCRETE IS COMPACTED
STEEL BARING TUBES DRIVEN IN A CLAY CUTTER TAKES OUT SOIL
CONCRETE UNDER PRESSURE FILLS WEAK POCKETS OF SUBSOIL
BORING TUBES DRIVEN IN A SHELL TAKES OUT GRANULAR SOIL
COMPLETED PILE
WHEN BORING HAS REACHED REQUIRED DEPTH, REINFORCING CAGE IS LOWEVED INTO TUBES PILING FRAME 9.0 TO 16.5M HIGH
CABLE ATTACHED TO TOP OF TUBE HOLD IT IN POSITION
CONCRETE COMPACTED UNDER PRESSURE IN PILE BORING
420 TO 470 O/D AT TUBE TUBE GRADUALLY WITHDRAWN AS CONC. IS HAMMERED IN
ENLARGED TOE FORMED BY CONCRETE
BORING TUBE
BORING TUBE
STEEL TUBE
DRAWN STEEL TUBE SUPPORTED IN LEADERS OF PILING FRAME
LIFTING ARM
REINFORCEMENT CAGE
COMPLETED REINFORCED PILE
6.0 LONG CYLINDRICAL DROP HAMMER WEIGHING 2000 TO 3000 KG
STEEL BORING TUBES WITH MALE & FEMALE THREADS ARE SCREWED TOGETHER
HAMMER
BRACE
STEEL CUTTING TUBE
CUTTING TUBE
ROLL NO.
SEM
GAGAN METHIL
14025006024
IX TH
DATE
24/07/2018
NAME
SHEET NO.
CHECKED BY
DROP HAMMER DROP HAMMER
WINCH
CIRCULAR CAST IRON CLACK PLATE HINGES TO OPEN UPWARDS TO SHELL RING
STIFF CONCRETE HAMMERED
DIESEL MOTOR
ENLARGED TOE
1
600 TO 900 DEEP PLUG OF GRAVEL BEING COMPACTED IN BOTTOM OF TUBE BY DROP HAMMER
2
5
WHILE TUBE IS HELD THE DROP HAMMER FORCES PLUG OF GRAVEL OUT OF TUBE TO FORCES PLUG OF GRAVEL OUT OF TUBE TO FORM AN ENLARGED TOE AND THEN SHIFT FORM AN ENLARGED TOE AND THEN SHIFT CONCRETE IS HAMMERED INTO TUBE
3
LEAD HOE WITH CUTTING EDGE IS FILLED TO LOWEST BORING TUBE
CLAY CUTTER
BORING TUBE AND LEAD SHOE BORED CAST IN PLACE CONCRETE PILE
SHELL RING STEEL CUTTING SHOE SCREWED TO CUTTING TUBE SHELL CUTTER FOR GRANULAR SOIL
4 PRODUCED BY AN AUTODESK STUDENT VERSION
AS PLUG OF GRAVEL IS HAMMERED INTO GROUND FRICTION BETWEEN IT AND TUBE DRAGS INTO THE GROUND
REINFORCEMENT CAGE
REMARKS
CLAY CUTTER
CONCRETE
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRECAST R.C.C. PILE