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Full Casing Bored 2000mm Diameter 1800Kw Piling Rotator

Beijing Sinovo International & Sinovo Heavy Industry Co.Ltd.

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Full Casing Bored 2000mm Diameter 1800Kw Piling Rotator

City & Province beijing beijing
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Product Details

Introduction to construction method

 

The casing rotator is a new type drill with the integration of the full hydraulic power and transmission, and the combination control of machine, power and fluid. It is a new, environmentally-friendly and highly efficient drilling technology. In recent years, it is widely adopted in the projects such as the constructions of urban subway, articulation pile of deep foundation pit enclosure, clearance of waste piles ( underground obstructions ), high-speed rail, road and bridge, and urban construction piles, as well as the reinforcement of reservoir dam.

The successful research of this brand new process method has realized the possibilities for the construction workers to conduct the construction of casing pipe, displacement pile, and underground continuous wall, as well as the possibilities for the pipe-jacking and shield tunnel to pass through the various pile foundations without barriers, when the obstructions, such as the gravel and boulder formation, cave formation, thick quicksand stratum, strong necking down formation, various pile foundation and steel reinforced concrete structure, are not removed.

The construction method of casing rotator has successfully completed construction missions of more than 5000 projects at places of Singapore, Japan, Hongkong District, Shanghai, Hangzhou, Beijing and Tianjin. It certainly will play a bigger role in the future urban construction and other pile foundation construction fields.

 

( 1 ) Foundation pile, continuous wall:

  • Foundation piles for high-speed rail, road and bridge and house building.
  • Articulation pile constructions which are required to be excavated, such as subway platforms, underground architectures, continuous walls
  • Water retaining wall of reservoir reinforcement.

( 2 ) Drilling gravels, boulders and karst caves

  • It is allowable to conduct the foundation pile construction at mountain lands with gravel and boulder formations.
  • It is allowable to conduct operation and cast the foundation piles at he thick quicksand formation and necking down stratum or the filling layer.
  • Conduct rock-socketed drilling to the rock stratum, cast the foundation pile.

( 3 ) Clear the underground obstructions

  • During the urban construction and bridge rebuilding, the obstructions such as the steel reinforced concrete pile, steel pipe pile, H steel pile, pc pile and wood pile can be cleared directly, and cast the foundation pile on the spot.

( 4 ) Cut the rock stratum

  • Conduct the rock-socketed drilling to the cast-in-place piles.
  • Drill through-holes on the rock bed (shafts and ventilation holes)

( 5 ) Deep excavation

  • Conduct the in-place casting or steel pipe pile inserting for the deep foundation improvement.
  • Excavate deep wells for construction use in the constructions of reservoir and tunnel.

 

Technical parameters

 

TR2005H
Working deviceDiameter of drill holemmΦ1000-Φ2000
Rotary torqueKN.m2965/1752/990 Instantaneous 3391
Rotary speedrpm1.0/1.7/2.9
Lower pressure of sleeveKNMax.600KN+Dead weight260KN
Pulling force of sleeveKN3760 Instantaneous 4300
Pressure-pulling strokemm750
Weightton45+(selection and installation of track)9
Hydraulic power stationEngine model Cummins QSM11-335
Engine PowerKw/rpm272/1800
Full consumption of engineg/kwh216(when the maximum power rate)
Weightton8+(Walking wheels are optional) 0.3
Control mode Wired remote control

 

Packaging & Delivery
Packaging Details
Standard packing or as to clients requirements
Lead Time :
Quantity(Sets)1 - 1>1
Est. Time(days)30To be negotiated
 

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