Result

MAKP750A Main construction at Kitashinagawa, Shinagawa-ku (Sankyo Bridge Phase III construction)

Construction details High-density slurry type pipe jacking method with compatible type for underground obstruction
Method Milling mole method
Completion date Jul. 2015
Location of Construction Shinagawa-ku, Tokyo
Ordering party Tokyo Gas Co., Ltd.
Pipe diameter φ900㎜
Distance L=40.9m
Type of soil Silt mixed with sand
Gravel size

Work summary

Nominal diameter φ900mm
Distance of pipe jacking L=40.966m
Type of soil Silt mixed with sand
N value 0
Percentage of gravel -
Maximum gravel size -
Groundwater level GL-1.2m
Overburden 10.87m
Underground obstacles Insurance method (Steel sheet pile type III and H-beam 400mm may exist) Wooden pile Φ250mm x 2 places
Construction period Night work (8.0h) May. 2015~Jul. 2015 (1.5 months)

Initially, there was a possibility that steel sheet pile (Type III) & H-beam (400mm) were present on the pipeline, & it was also a river crossing pipe jacking work.
It was difficult to remove the obstacles from the ground, & the construction was in the very soft soil, so careful consideration was required. All jacking pipes are composite pipes that can be tied together, & the TBM is equipped with two meandering correction jack devices. As a result of the construction, there was no steel sheet pile (Type III) & H-beam (400mm), & about 250 mm of wooden piles were cut at two places.

Discharged wooden stake pieces

Discharged metal pieces

TBM arrival status

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