Result

Water distribution small pipe replacement work at 1 Chuo Hatchobori

Construction details High-density slurry type pipe jacking method with compatible type for underground obstruction
Method Milling mole method
Completion date Jul. 2016
Location of Construction Chuo-ku, Tokyo
Ordering party Tokyo Metropolitan Waterworks Bureau
Pipe diameter φ900㎜
Distance L=143.0m
Type of soil Gravel soil
Gravel size 20mm

Work summary

Nominal diameter φ900mm
Distance of pipe jacking L=143.0m
Type of soil Gravel soil
N value 10~30
Percentage of gravel 0.4%
Maximum gravel size 20mm
Groundwater level GL-2.1m
Overburden 7.5m
Underground obstacles Insurance method (steel sheet pile may exist)
Construction period Jul. 2016~Aug. 2016 (Daytime work 8.0h) 1,5 month

If the steel sheet pile at the time of construction of the sewage special manhole is left on the pipeline, it may interfere (2 places). Pipe jacking work with casing pipe of water distributing pipe.
It was difficult to remove obstacles from the ground because the work was to cross the main road of Hatchobori in Tokyo, which has a lot of traffic. In addition, since the soil was a sand layer and the groundwater pressure was high, the construction was carried out after careful consideration.
As a result of the construction, there were no steel sheet piles in both places and the pipe jacking work was completed.

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