Excavator Hydraulic Vibro Piling Hammer Supplier
Vibratory Hammer:
A vibration pile driver is to use its high-frequency vibration, vibration pile body with high acceleration, and the mechanical vertical vibration to the pile body, resulting in changes in the soil structure around the pile due to vibration, and strength reduction.
Pullable steel sheet piles, cement piles, rail piles, iron plates, H steel, steel pipes
Factory Produce Process:
Excavator Vibro Hammer Specification:
|
Model
|
Eccentric Moment | Suitable Excavator | Drilling Depth | Frequency | Centrifugal Force | Working Pressure | Working Flow | Max Turning Degree | Weight | ||
| Main Body | Vice Arm | Total Weight | |||||||||
| Nm | ton | m | rpm | kN | bar | Ipm | degree | kg | kg | kg | |
| DYA150S | 32 | 12-17 | 5 | 2500 | 172 | 300 | 120 | 180 | 1300 | 260 | 1560 |
| DYA250S | 36 | 20-26 | 5-11 | 2800 | 265 | 300 | 155 | 180 | 1900 | 400 | 2300 |
| DYA330S | 50 | 28-35 | 12-15 | 2800 | 420 | 320 | 168 | 180 | 2650 | 650 | 3300 |
| DYA350S | 65 | 35-40 | 15-18 | 2800 | 580 | 320 | 210 | 180 | 2900 | 650 | 3550 |
| DYA450S | 85 | 40-45 | 18 | 2800 | 750 | 320 | 255 | 180 | 3000 | 650 | 3650 |
* The Parameter above may change with the technology improvement, will not notice additionally, please understand.
Pile Sheet Hammer Features:
Extension Boom
Pile Driver Extension Boom, Also Known as Vice Arm, is the Connection Boom between Pile Sheet Hammer and Excavator. We have two designs for Extension Boom. One is a Valve Located near to External Cover of the Excavator, Second Design is Improved, and the Control Center Built-in Extension Boom Would Make the Installation Easier. The Following Picture is Valve's Built-in Vice Arm.
If you have a demand for a longer extension boom, we could offer a customized Extension Arm at extra cost.
Vibro Hammer Clamp
Vibratory Hammer Real Work shot
The vibratory pile method is more efficient than other methods. It is mainly suitable for all kinds of sheet piles, I-steel piles, cement square piles, cylinder piles, guardian piles,s, and so on. This kind of pile driving method is most suitable for pile driving in sand soil, pile driving effect in clay is poor, need to choose a large power model.
