PIT300 Rammed Shaft Casing Oscillator

Short Description:

The SEMW PIT300 Rammed Shaft Casing Oscillator is an electro-hydraulic casing installation machine designed for foundation pit and retaining works. It combines controlled casing oscillation with hydraulic downward pressure to advance steel casing while supporting the surrounding soil during excavation.

With a maximum casing diameter of 3,090 mm, an oscillating moment of 1,176 kN·m and a lifting force of 980 kN, the PIT300 is suitable for evaluation in urban foundation projects where construction space, ground stability and disturbance control are important.


  • FOB Price: US $0.5 - 9,999,999 / Piece
  • Min.Order Quantity: 1 Piece/Pieces
  • Supply Ability: 100 Piece/Pieces per Month
  • Port: Shanghai Port
  • Payment Terms: L/C,D/A,D/P,T/T
  • Product Detail

    Product Tags

    Product Overview

    The SEMW PIT300 Rammed Shaft Casing Oscillator is an electro-hydraulic casing installation machine developed for foundation pit and retaining works. Rather than continuously rotating the casing like a casing rotator, the PIT300 applies controlled oscillating motion and downward pressure to advance steel casing into the ground.

    The PIT method can be considered where ground support, constrained working space and construction disturbance need careful management. The steel casing helps support the surrounding soil while excavation is carried out inside it. Actual method suitability depends on ground conditions and the approved engineering design.

    3,090 mmMaximum casing diameter
    1,176 kN·mMaximum oscillating moment
    980 kNMaximum lifting force
    12°Maximum oscillating angle
    SEMW PIT300 rammed shaft casing oscillator equipment at the factorySEMW PIT300 casing oscillator — manufacturer equipment photograph.

    Oscillating Casing Installation

    Hydraulic oscillation and pressing force work together to advance the steel casing.

    Ground-Supported Operation

    Work is arranged at ground level, reducing the need for personnel to operate inside the excavation.

    Controlled Construction

    Designed for low-vibration casing operations with pressure and alignment control.

    PIT Method & Site Considerations

    The PIT method presses and oscillates a steel casing into the ground while excavation is performed inside the casing. The casing provides temporary support to the excavated opening and helps manage risks associated with loose ground and nearby structures.

    1. 01Position
      Set and align the casing oscillator at the planned working location.
    2. 02Clamp & Oscillate
      Grip the casing and apply controlled oscillation with downward force.
    3. 03Excavate
      Remove soil inside the casing using suitable excavation equipment.
    4. 04Complete Works
      Follow the approved retaining or foundation construction procedure.

    Site evaluation: Verify casing dimensions, excavation depth, adjacent structures, underground utilities, ground conditions and lifting arrangement before choosing the PIT method.

    Technical Specifications

    PIT300 Main Unit

    Parameter Value
    Maximum casing diameter 3,090 mm
    Maximum downward pressure 441 kN
    Maximum lifting force 980 kN
    Maximum oscillating moment 1,176 kN·m
    Maximum oscillating angle 12°
    Pressure cylinders 4
    Oscillating cylinders 2
    Clamping cylinders 1
    Main unit weight 8,500 kg
    Lifting stroke 300 mm

    Hydraulic System

    Parameter Value
    Maximum hydraulic pressure 20.5 MPa
    Pump displacement 25 mL/rev × 2 groups
    Motor capacity 18.5 kW × 2 groups
    Oil tank capacity 450 L
    Hydraulic unit dimensions 1,350 × 1,050 × 1,500 mm
    Hydraulic unit weight 1,780 kg

    Published specifications are taken from the existing SEMW PIT300 product page. Final equipment configuration and site performance should be confirmed with SEMW before purchase.

    Applications & Equipment Selection

    Urban Foundation Pits

    Retaining or excavation work where surrounding soil support and site disturbance require assessment.

    Projects Near Existing Buildings

    Foundation construction in developed areas where ground movement and adjacent assets must be considered.

    Transport & Infrastructure

    Potential use in subway, railway, road, bridge and related foundation projects, subject to design verification.

    For equipment selection, provide the proposed casing diameter, installation depth, soil profile, nearby infrastructure and available construction footprint. The PIT300's oscillating casing method should be evaluated separately from continuous-rotation casing rotators in the SEMW CRD Series.

    Frequently Asked Questions

    What is the maximum casing diameter of the PIT300?

    The published maximum diameter is 3,090 mm. The usable casing size for a project must be confirmed against its configuration and site conditions.

    How does the PIT300 differ from a casing rotator?

    The PIT300 uses a reciprocating oscillation method with downward pressure to install casing, whereas a casing rotator applies continuous rotary motion. Equipment selection depends on the project method and ground conditions.

    What are its maximum pressure and lifting force?

    SEMW lists a maximum downward pressure of 441 kN and a maximum lifting force of 980 kN for the PIT300.

    Can the PIT300 work on a restricted urban site?

    SEMW describes it as suitable for certain confined construction environments. Feasibility depends on the available working area, lifting arrangements, soil conditions and approved project design.

    Discuss Your Foundation Project

    Contact SEMW with the casing diameter, planned excavation depth, geological profile and site constraints to assess whether the PIT300 casing oscillation method is suitable for your project.

    See also: SEMW Casing Rotator Series · DCP1005H Low Clearance Drilling Rig


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