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High Efficient Casing Rotator foundation equipment for secant pile wall

    Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
     
    Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers
    • Buy cheap High Efficient Casing Rotator foundation equipment for secant pile wall from wholesalers

    High Efficient Casing Rotator foundation equipment for secant pile wall

    Ask Lasest Price
    Brand Name : SINOVO
    Certification : CE/GOST/ISO9001
    Model Number : TR1305L/TR1505/TR2005/TR2605H
    Delivery Time : ON STOCK
    Payment Terms : L/C or T/T
    • Product Details
    • Company Profile

    High Efficient Casing Rotator foundation equipment for secant pile wall

    High Efficient Casing Rotator for Barrier clearance, secant pile wall, Pitching of pile

    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:

    l Foundation piles for high-speed rail, road and bridge and house building.

    l Articulation pile constructions which are required to be excavated, such as subway platforms,

    underground architectures, continuous walls

    l Water retaining wall of reservoir reinforcement.

    ( 2 ) Drilling gravels, boulders and karst caves

    l It is allowable to conduct the foundation pile construction at mountain lands with gravel and boulder

    formations.

    l It is allowable to conduct operation and cast the foundation piles at he thick quicksand formation and

    necking down stratum or the filling layer.

    l Conduct rock-socketed drilling to the rock stratum, cast the foundation pile.

    ( 3 ) Clear the underground obstructions

    l 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

    l Conduct the rock-socketed drilling to the cast-in-place piles.

    l Drill through-holes on the rock bed (shafts and ventilation holes)

    ( 5 ) Deep excavation

    l Conduct the in-place casting or steel pipe pile inserting for the deep foundation improvement.

    l Excavate deep wells for construction use in the constructions of reservoir and tunnel.


    Technical parameters


    TR1305H
    Working deviceDiameter of drill holemmΦ600-Φ1300
    Rotary torqueKN.m1400/825/466 Instantaneous 1583
    Rotary speedrpm1.6/2.7/4.8
    Lower pressure of sleeveKNMax.540
    Pulling force of sleeveKN2440 Instantaneous 2690
    Pressure-pulling strokemm500
    Weightton25
    Hydraulic power stationEngine modelCummins QSB6.7-C260
    Engine PowerKw/rpm201/2000
    Fuel consumption of engineg/kwh222
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR1605H
    Diameter of drill holemmΦ800-Φ1600
    Rotary torqueKN.m1525/906/512 Instantaneous 1744
    Rotary speedrpm1.3/2.2/3.9
    Lower pressure of sleeveKNMax.560
    Pulling force of sleeveKN2440 Instantaneous 2690
    Pressure-pulling strokemm500
    Weightton28
    Engine modelCummins QSB6.7-C260
    Engine PowerKw/rpm201/2000
    Fuel consumption of engineg/kwh222
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR1805H
    Diameter of drill holemmΦ1000-Φ1800
    Rotary torqueKN.m2651/1567/885 Instantaneous 3005
    Rotary speedrpm1.1/1.8/3.3
    Lower pressure of sleeveKNMax.600
    Pulling force of sleeveKN3760 Instantaneous 4300
    Pressure-pulling strokemm500
    Weightton38
    Engine modelCummins QSM11-335
    Engine PowerKw/rpm272/1800
    Fuel consumption of engineg/kwh216
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR2005H
    Diameter of drill holemmΦ1000-Φ2000
    Rotary torqueKN.m2965/1752/990 Instantaneous 3391
    Rotary speedrpm1.0/1.7/2.9
    Lower pressure of sleeveKNMax.600
    Pulling force of sleeveKN3760 Instantaneous 4300
    Pressure-pulling strokemm600
    Weightton46
    Engine modelCummins QSM11-335
    Engine PowerKw/rpm272/1800
    Fuel consumption of engineg/kwh216
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR2105H
    Diameter of drill holemmΦ1000-Φ2100
    Rotary torqueKN.m3085/1823/1030 Instantaneous 3505
    Rotary speedrpm0.9/1.5/2.7
    Lower pressure of sleeveKNMax.600
    Pulling force of sleeveKN3760 Instantaneous 4300
    Pressure-pulling strokemm500
    Weightton48
    Engine modelCummins QSM11-335
    Engine PowerKw/rpm272/1800
    Fuel consumption of engineg/kwh216
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR2605H
    Diameter of drill holemmΦ1200-Φ2600
    Rotary torqueKN.m5292/3127/1766 Instantaneous 6174
    Rotary speedrpm0.6/1.0/1.8
    Lower pressure of sleeveKNMax.830
    Pulling force of sleeveKN4210 Instantaneous 4810
    Pressure-pulling strokemm750
    Weightton56
    Engine modelCummins QSB6.7-C260
    Engine PowerKw/rpm194/2200
    Fuel consumption of engineg/kwh222
    Weightton8
    Control modeWired remote control/ Wireless remote control

    TR3205H
    Diameter of drill holemmΦ2000-Φ3200
    Rotary torqueKN.m9080/5368/3034 Instantaneous 10593
    Rotary speedrpm0.6/1.0/1.8
    Lower pressure of sleeveKNMax.1100
    Pulling force of sleeveKN7237 Instantaneous 8370
    Pressure-pulling strokemm750
    Weightton96
    Engine modelCummins QSM11-335
    Engine PowerKw/rpm2X272/1800
    Fuel consumption of engineg/kwh216X2
    Weightton13
    Control modeWired remote control/ Wireless remote control

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