Retractable Microtunnelling Head Methodologies

Close Fit Pipe – Temporary Outer Casings

The methodology below shows how pezzimenti utilises a retractable head for the Close-Fit Bore
Section with a temporary outer casing, e.g. for:

• GRP Jacking Pipe for sewer
• Concrete Jacking Pipe for stormwater

+ Close-Fit Pipe Bore Section 

Close Fit Pipe Retractable Head Methodology
Retractable Microtunnelling Head Temporary Outer Casings

01. Microtunnel

The retractable microtunnelling head is launched from the entry shaft inside the first outer casing.

Retratable Microtunnelling Head - Temporary Outer Casings

02. An Obstruction Encountered

In the event that an an obstruction is encountered, ground conditions change or the head requires repair – the microtunnelling head can be retracted – while the outer casings remain in place to support the ground.

Retratable Microtunnelling Head - Temporary Outer Casings

03. Situation Remedied

Once the Obstruction has been removed; the Cutters replaced to match ground condition; or the microtunnelling head has been repaired, the microtunnelling head is pushed back to the face and microtunnelling recommenced.

Retratable Microtunnelling Head - Temporary Outer Casings

04. Bore Completed

The microtunnelling head can be removed via the exit Shaft OR retracted back to the launch shaft.

Retratable Microtunnelling Head - Temporary Outer Casings

05. Permanent Outer Casings

Carrier Pipes are jacked in to replace the temporary outer casing, e.g. Temporary steel casings are replaced by concrete jacking pipes under a railway.

Book a Presentation

For futher information on Retractable Microtunelling Head Capabilities and Methodologies book a presentation for your design team with Pezzimenti today. Call Scott Wells on: +61 (2) 4735 6676 or email scott.wells@pezzimenti.com.au