Result

Otemachi District 2-1 Planned Route Utility Culvert New Construction

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

Work summary

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.

Discharged concrete pieces, metal pieces

Situation in the pipe

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。



Inquiry