@This method starts an enlarged shield from the starting base at a given point in a shield driven tunnel and excavates the tunnel longitudinally to enlarge the cross section in the tunnel.

1. Cross section can be enlarged for a desired length according to the use of space.
2. Circular cross section created after enlargement ensures structural stability.
3. Eccentric enlargement of cross section is possible in all directions.
4. The method offers even greater economy and shorter construction period in tunneling at greater depths.
5. Work is carried out exclusively in the tunnel with no adverse effects on surface traffic or the environment.


@One of three construction methods can be selected according to the length of the tunnel to be enlarged.

Type 1: Combination of circumferential shield tunneling system and enlargement shield tunneling system
Type 2: Combination of circumferential shield tunneling system and enlargement excavation system
Type 3: Circumferential shield tunneling system



Circumferential shield machine
Enlargement shield machine


Enlargement slurry shield machine
 
 
1. Excavation by a circumferential shield machine
(construction of the base for starting an enlargement shield machine)


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2. Assembly of an enlargement shield machine



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3. Tunneling by the enlargement shield machine


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Use Outer diameter (mm) Length (m)
Primary segment Enlarged segment
Underground
cable tunnel
6,600 7,800 24.1
Utility tunnel 6,600 9,200 29.5
Sewer tunnel 6,000 8,709 11.3
2,000 3,150 2.6


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