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 |
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.
フォームが表示されるまでしばらくお待ち下さい。
恐れ入りますが、しばらくお待ちいただいてもフォームが表示されない場合は、こちらまでお問い合わせください。