TUNNEL CONSTRUCTION METHOD

To provide a tunnel construction method that can suppress a prolonged construction period and the rise in construction costs.SOLUTION: A method of constructing a tunnel 1 provided underground from a wellhead 4a to a wellhead 4b comprises the steps of: constructing a part 1b of the tunnel 1 with a do...

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Bibliographische Detailangaben
Hauptverfasser: IKUNO YASUYUKI, HOSHI TOMOHISA, KAWAUCHI DAISUKE, ITO TOSHIHIKO, SATO KEISUKE, YANAGIMOTO HAYAO
Format: Patent
Sprache:eng ; jpn
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Zusammenfassung:To provide a tunnel construction method that can suppress a prolonged construction period and the rise in construction costs.SOLUTION: A method of constructing a tunnel 1 provided underground from a wellhead 4a to a wellhead 4b comprises the steps of: constructing a part 1b of the tunnel 1 with a downward slope from the wellhead 4a using the propulsion method in which the tunnel 1 is excavated at a front end of an excavator, a propulsion pipe is connected to a rear part of an already assembled tunnel skeleton, and the tunnel skeleton is propelled forward to construct an underground pipeline; and constructing parts 1a and 1c of the tunnel 1 including at least the deepest part and on the other side of a wellhead 5a from the part 1a of the tunnel 1 by using the shield method in which the tunnel 1 is excavated at the front end of an excavator and a segment pipe is connected to the front part of the already assembled tunnel skeleton to construct the underground pipeline.SELECTED DRAWING: Figure 1 【課題】工期の長期化及び施工費用の高騰化の抑制を図ることが可能なトンネルの構築方法を提供する。【解決手段】坑口4aから坑口4bに亘って地下に設けられたトンネル1を構築する方法であって、掘削機の前端にてトンネル1を掘削すると共に、既に組み立てられたトンネル躯体の後部に推進管を接続し、トンネル躯体を前方に推進して地中管路を構築する推進工法を用いて、坑口4aから下り勾配でトンネル1の一部1bを構築する工程と、掘削機の前端にてトンネル1を掘削すると共に、既に組み立てられたトンネル躯体の前部にセグメント管を接続して地中管路を構築するシールド工法を用いて、少なくとも最深部を含み、トンネル1の一部1aより他方の坑口5a側のトンネル1の部分1a,1cを構築する工程とを備える。【選択図】図1