Characteristics Mechanism of tunnel...

2　■　Rheological Foam Shield Tunneling Method

Water tank

Foaming agent Foaming agent transport pump

Foaming agent dissolver

Device for pumping foaming agent into the tunnel

Water measurement pump

Foaming agent measurement pump

Foaming agent measurement tankFoaming agent sprayer

Foaming agent storage tank

Foaming control panel

Water

Water

The Rheological Foam Shield Tunneling Method excavates a tunnel while injecting foams into the face and the chamber. Foams are generated with special foaming agent. Injected tiny foams with properties similar to those of shaving cream can improve the fluidity and the watertightness of excavated soil. Foams can also prevent the soil from sticking inside of the chamber. This enables smooth tunnel driving while keeping face stability. In addition, the removed soil with foams can be defoamed and put back the state before foam injection. Then excavated soil can be easily transported and disposed of. Thus, the method also has economic merit.

【Large-section shield tunneling】

【Long-distance, small-radius-curve shield tunneling】

Characteristics

Outline of tunneling equipment

Mechanism of tunnel driving

Applications to actual tunneling

Shield machineFoaming equipment

Foaming agent line

Foaming agent injection operating panel

Air line Foaming agent injection control systemDefoaming agent sprayer

Foaming agent storage tank in the tunnel

ChamberScrew conveyor

Belt conveyor Injection unit Compressor

Defoaming agent spraying pump

Defoaming agent dissolver

Foaming agent injection pump

Muck car

▲Improvement of the Higashi-kibogaoka storm sewer in the Midori treatment district (Diameter: 6.15m, length: 2,050m, radius: 20m)

▲Construction of underground section of Hanshin 　Electric Highway line near Fukushima (Diameter: 10.8m, length: 210m)

1. Increased fluidity of excavated soil

In gravel layer, rheological foams work as ball bearings and increase the fluidity of excavated soil.

2. Reduction of fluctuations in face pressure

The compressive character of rheological foams can reduce fluctuations in face pressure.

3. Higher watertightness of excavated soil

The groundwater in void space between soil particles of excavated soil is replaced by tiny foams, so the excavated soil can have higher watertightness.

4. Effectiveness in preventing adhesion of 　 excavated soil

In hard, cohesive bedding, adhesion of excavated soil on the shield face plate and inside the chamber is prevented.

5. Easy treatment and disposal of excavated soil

Excavated soil is restored to the original state when it was in the ground and therefore can be treated or disposed of easily.

6. Improvement of working environment

Neither clay nor bentonite is used, so the tunnel is clean and offers a better working environment.

7. Downsizing of equipment

Only small equipment is required for generating and injecting foams.