Result

Sewerage construction work at 3 Tomikawa-cho, Nakagawa-ku

Construction details High-density slurry type pipe jacking method with compatible type for underground obstruction
Method Milling mole method
Completion date Feb. 2018
Location of Construction Nagoya city, Aichi Prefecture
Ordering party Nagoya City Waterworks and Sewerage Bureau
Pipe diameter φ900㎜
Distance L=25.56m
Type of soil Cohesive soil
Gravel size

Work summary

Nominal diameter φ900㎜
Distance of pipe jacking L=25.56m (Curve with R200m)
Type of soil Cohesive soil
N value 2
Percentage of gravel 2%
Maximum gravel size 14mm
Groundwater level GL-0.87m
Overburden 5.839m
Underground obstacles Soil cement wall, H-beam, wood
Construction period Nov. 2017~Feb. 2018

Immediately after the TBM passed the planned obstacle, it hit an unexpected obstacle again, so it was difficult to judge whether it was completely removed.
Careful cutting was required due to curved construction and the limited capacity of the telescopic jack due to small pipe diameter.
Although the progress was 8 mm / day, we were able to cut the obstacles safely and complete within the construction period.
In order to reach the special manhole, all the TBM had to be cut and recovered, and it was quite difficult to cut the sturdy cutter head.

Situation of cutting pieces

Situation of cutting pieces

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