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A Seminar on
PILE DRIVING EQUIPMENT
-Durgesh S. Patil
Content
 Introduction
 Pile frames
 Pile
 Pile hammer
1. It’s type
2. Selection of hammer
What is a Pile Driving?
 It is a mechanical device used to drive the pile into
soil to provide foundation support for building or any
other structure.
 The equipment which are necessary for pile driving
are :-
1. Pile Frame
2. Pile Hammer
3. Piles
 Pile are mainly classified into two types viz;
1. Sheet Pile
2. Load-Bearing Pile
Pile Hammer
 The basic function of pile hammer is to furnishes the
energy that required to drive the piles.
 Designated by it’s type and size
 Following are the basic types of hammer viz;
1. Drop Hammer
2. Single-Acting steam Hammer
3. Double-Acting steam Hammer
4. Differential-Acting steam Hammer
5. Diesel Hammer
6. Vibratory Hammer
7. Hydraulic Hammer
1. Drop Hammer
 A drop hammer is a heavy metal weight that is lifted by
rope, raised and fall on top of pile.
 Standard hammer weight= 225-1360kg
 Height of drop= 1.5-6m
 No. of blow 4-8 blows/min.
 Advantages-
 Disadvantages-
2. Single-Acting Steam Hammer
 Basically, there is no difference between drop hammer
and this hammer.
 In this, steam or compressed air is used to lift the hammer
which is the drop by gravity.
 Strikes 50 or more than 50 blows/min.
 It may be open or enclosed type
 Advantages-
 Disadvantages-
3. Double-Acting Steam Hammer
 The number of blow/min. is appx. twice of single acting
steam hammer
 Advantages
1. Required less time
2. Requires less distance to drop hammer
 Disadvantages
1. More complicated
2. Light wt. hammer are less suitable for driving
4. Differential-Acting steam Hammer
 This Is a combination of single and double acting steam
hammer.
 These hammer requires 25-30% less steam or air than
single and double hammer.
 Open and enclosed type
 Drop distance 30-40cm
 Wt. of hammer-3150-36000kg
5. Diesel Hammer
 Self-contained driving.
 It is simple & easy to move.
 In this, ram and piston are combined.
 Advantages-
1. Does not need any external source
2. Maintenance is easy, light wt. hammer
3. Required less time to install and start
4. Used in cold weather
 Disadvantages-
1. Not used n soft soil
2. No.of blows are less
6. Vibratory Hammer
 Recent development
 Used in commercial pile construction
 Required electric power or hydraulic supply
 Comprises of vibratory unit and clamping device
 Movement of shaft eliminates horizontal thrust
 Less energy but more blows
7. Hydraulic Hammer
 Developed by M/S. Reymond International of U.S.A. for
own use on piling contract
 Used in place of diesel , steel pile, concrete pile
 Hydraulic fluid is used
 Features –
1. Suitable for driving were limited area
2. Low initial & maintenance cost
3. Simple in design, have high blow.
Selection of Pile Hammer
 It will be based on-
1. Nature of work
2. Size of pile
3. Type of pile
4. Numbers of piles
5. Nature of ground
6. Location of project
7. Pile diameter
THANK YOU!!

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Piledrivingequipment

  • 1. A Seminar on PILE DRIVING EQUIPMENT -Durgesh S. Patil
  • 2. Content  Introduction  Pile frames  Pile  Pile hammer 1. It’s type 2. Selection of hammer
  • 3. What is a Pile Driving?  It is a mechanical device used to drive the pile into soil to provide foundation support for building or any other structure.  The equipment which are necessary for pile driving are :- 1. Pile Frame 2. Pile Hammer 3. Piles  Pile are mainly classified into two types viz; 1. Sheet Pile 2. Load-Bearing Pile
  • 4. Pile Hammer  The basic function of pile hammer is to furnishes the energy that required to drive the piles.  Designated by it’s type and size  Following are the basic types of hammer viz; 1. Drop Hammer 2. Single-Acting steam Hammer 3. Double-Acting steam Hammer 4. Differential-Acting steam Hammer 5. Diesel Hammer 6. Vibratory Hammer 7. Hydraulic Hammer
  • 5. 1. Drop Hammer  A drop hammer is a heavy metal weight that is lifted by rope, raised and fall on top of pile.  Standard hammer weight= 225-1360kg  Height of drop= 1.5-6m  No. of blow 4-8 blows/min.  Advantages-  Disadvantages-
  • 6. 2. Single-Acting Steam Hammer  Basically, there is no difference between drop hammer and this hammer.  In this, steam or compressed air is used to lift the hammer which is the drop by gravity.  Strikes 50 or more than 50 blows/min.  It may be open or enclosed type  Advantages-  Disadvantages-
  • 7. 3. Double-Acting Steam Hammer  The number of blow/min. is appx. twice of single acting steam hammer  Advantages 1. Required less time 2. Requires less distance to drop hammer  Disadvantages 1. More complicated 2. Light wt. hammer are less suitable for driving
  • 8. 4. Differential-Acting steam Hammer  This Is a combination of single and double acting steam hammer.  These hammer requires 25-30% less steam or air than single and double hammer.  Open and enclosed type  Drop distance 30-40cm  Wt. of hammer-3150-36000kg
  • 9. 5. Diesel Hammer  Self-contained driving.  It is simple & easy to move.  In this, ram and piston are combined.  Advantages- 1. Does not need any external source 2. Maintenance is easy, light wt. hammer 3. Required less time to install and start 4. Used in cold weather  Disadvantages- 1. Not used n soft soil 2. No.of blows are less
  • 10. 6. Vibratory Hammer  Recent development  Used in commercial pile construction  Required electric power or hydraulic supply  Comprises of vibratory unit and clamping device  Movement of shaft eliminates horizontal thrust  Less energy but more blows
  • 11. 7. Hydraulic Hammer  Developed by M/S. Reymond International of U.S.A. for own use on piling contract  Used in place of diesel , steel pile, concrete pile  Hydraulic fluid is used  Features – 1. Suitable for driving were limited area 2. Low initial & maintenance cost 3. Simple in design, have high blow.
  • 12. Selection of Pile Hammer  It will be based on- 1. Nature of work 2. Size of pile 3. Type of pile 4. Numbers of piles 5. Nature of ground 6. Location of project 7. Pile diameter