Construction details | High-density slurry type pipe jacking method with compatible type for underground obstruction |
---|---|
Method | Milling mole method |
Completion date | Mar. 2015 |
Location of Construction | Shinagawa-ku, Tokyo |
Ordering party | Marunouchi Heat Supply Co., Ltd. |
Pipe diameter | φ2600㎜ |
Distance | L=159.6m |
Type of soil | Silty cohesive soil |
Gravel size |
Nominal diameter | φ2600mm |
---|---|
Distance of pipe jacking | L=159.668m |
Type of soil | Silty cohesive soil |
N value | 5~50 |
Percentage of gravel | - |
Maximum gravel size | - |
Groundwater level | GL-5.40m |
Overburden | 16.63m |
Underground obstacles | Manhole RC walls (wall thickness 1 m), liner plate reinforced ring 6 steps |
Construction period | Day and night work (17.5h) Dec. 2014~Mar. 2015 (4 months) |
During this construction, there was a possibility that an underground connecting passage & a foundation pile for the Tokyo Metro Marunouchi Line were left on the pipeline. Since the place where the foundation piles & left is a road in the center of the city with heavy traffic & the depth of the pipeline is very deep, it was necessary to give due consideration to safety. In the actual construction, there were no piles, but liner plate reinforced ring 6 steps of the reception shaft, 5 H-beams (150 mm), & 1 m of manhole RC wall were cut.
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。