Result

Onchi River East drainage area sewerage work (7th construction zone)

Construction details High-density slurry type pipe jacking method with compatible type for underground obstruction
Method Milling mole method
Completion date May. 2017
Location of Construction Yao city, Osaka
Ordering party Yao City Civil Engineering Department Sewerage Maintenance Division
Pipe diameter φ800㎜
Distance L=104.02m
Type of soil Sandy soil, cohesive soil
Gravel size

Work summary

Nominal diameter φ800㎜
Distance of pipe jacking L=104.02m (Curve with R200m x 2 places)
Type of soil Sandy soil, cohesive soil
N value 3~12
Percentage of gravel -
Maximum gravel size -
Groundwater level GL-1.6m
Overburden 3.9m
Underground obstacles PC pile(Φ350mm) x 4 places
Construction period Mar. 2017~May. 2017

Initially, it was found that there was a PC pile on the pipe jacking plan route, and it was difficult to remove it in advance, so the milling mole method was adopted.
An obstacle was confirmed by forward exploration during pipe jacking, and cutting was performed at a jack speed of 0.2 mm/ min. After cutting the two planned PC piles, two new obstacles were confirmed, and a total of four were cut, and the work was completed safely.

Cut metal pieces

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