JP2006016960A5 - - Google Patents

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JP2006016960A5
JP2006016960A5 JP2005176767A JP2005176767A JP2006016960A5 JP 2006016960 A5 JP2006016960 A5 JP 2006016960A5 JP 2005176767 A JP2005176767 A JP 2005176767A JP 2005176767 A JP2005176767 A JP 2005176767A JP 2006016960 A5 JP2006016960 A5 JP 2006016960A5
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Japan
Prior art keywords
ground
shield machine
starting
reaction force
construction method
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JP2005176767A
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Japanese (ja)
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JP2006016960A (en
JP4225295B2 (en
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Claims (8)

シールド機を用いて地盤を掘進しながら、掘削した部分に順次セグメントを敷設することにより、トンネルを構築するトンネル構築工法のシールド機の発進方法であって、
前記シールド機の発進時の反力をとるための反力手段を備えた地上発進部をトンネルへのアプローチの端部となる地上に設けて、前記シールド機を前記地上発進部から発進させるとともに、トンネルへのアプローチとなる部分に順次セグメントを組み立ててセグメントによる内壁を構築することを特徴とするトンネル構築工法のシールド機の発進方法。
It is a method of starting a shield machine of a tunnel construction method that constructs a tunnel by laying segments sequentially in the excavated part while excavating the ground using a shield machine,
The ground starting part provided with a reaction force means for taking the reaction force at the start of the shield machine is provided on the ground as the end of the approach to the tunnel, and the shield machine is started from the ground start part, A method for starting a shield machine for a tunnel construction method, characterized by assembling segments sequentially into the part to be approached to the tunnel and constructing the inner wall by the segments .
前記反力手段は、前記地上発進部である地上に設置される架台であることを特徴とする請求項1に記載のトンネル構築工法のシールド機の発進方法。 The said reaction force means is the mount installed on the ground which is the said ground start part , The start method of the shield machine of the tunnel construction construction method of Claim 1 characterized by the above-mentioned. 前記架台は、前記シールド機の発進時の反力をとるための反力受部と、前記シールド機の発進時の自重を支持する発進受部とからなることを特徴とする請求項2に記載のトンネル構築工法のシールド機の発進方法。   The said gantry includes a reaction force receiving portion for taking a reaction force when the shield machine starts, and a start receiving portion that supports the weight of the shield machine when starting. Start method of shield machine of the tunnel construction method in Japan. 前記地上発進部の地盤に複数の杭を打設し、この複数の杭によって前記シールド機の発進時の反力をとるように構成したことを特徴とする請求項2又は3に記載のトンネル構築工法のシールド機の発進方法。   The tunnel construction according to claim 2 or 3, wherein a plurality of piles are placed on the ground of the ground starting part, and the reaction force at the start of the shield machine is taken by the plurality of piles. Start method of shield machine of construction method. 前記地上発進部の地盤に複数のアンカーを打設し、このアンカーによって前記架台の反力をとることを特徴とする請求項2又は3に記載のトンネル構築工法のシールド機の発進方法。   The method for starting a shield machine for a tunnel construction method according to claim 2 or 3, wherein a plurality of anchors are placed on the ground of the ground starting portion, and the reaction force of the mount is taken by the anchors. 前記地上発進部の下方地盤または背面側地盤を改良し、この改良地盤によって前記架台の反力をとるように構成したことを特徴とする請求項2又は3に記載のトンネル構築工法のシールド機の発進方法。   4. The shield construction machine for a tunnel construction method according to claim 2, wherein a lower ground or a back side ground of the ground starting portion is improved, and the reaction force of the mount is taken by the improved ground. 5. How to start. 前記地上発進部の背面側に位置する舗装によって前記架台の反力をとるように構成したことを特徴とする請求項2又は3に記載のトンネル構築工法のシールド機の発進方法。   The method of starting a shield machine for a tunnel construction method according to claim 2 or 3, wherein a reaction force of the gantry is taken by pavement located on the back side of the ground starting part. 前記地上発進部の地盤上に敷設されるセグメントを前記架台に固定手段を介して固定するように構成したことを特徴とする請求項2から7の何れかに記載のトンネル構築工法のシールド機の発進方法。   The tunnel construction method according to any one of claims 2 to 7, wherein a segment laid on the ground of the ground starting part is configured to be fixed to the gantry via a fixing means. How to start.
JP2005176767A 2005-06-16 2005-06-16 Starting method of shield machine for tunnel construction method Active JP4225295B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005176767A JP4225295B2 (en) 2005-06-16 2005-06-16 Starting method of shield machine for tunnel construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005176767A JP4225295B2 (en) 2005-06-16 2005-06-16 Starting method of shield machine for tunnel construction method

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2004197168 Division 2004-07-02 2004-07-02

Publications (3)

Publication Number Publication Date
JP2006016960A JP2006016960A (en) 2006-01-19
JP2006016960A5 true JP2006016960A5 (en) 2008-03-06
JP4225295B2 JP4225295B2 (en) 2009-02-18

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ID=35791487

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005176767A Active JP4225295B2 (en) 2005-06-16 2005-06-16 Starting method of shield machine for tunnel construction method

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JP (1) JP4225295B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5736701B2 (en) * 2010-09-17 2015-06-17 株式会社大林組 How to propel shield machine
CN103035163B (en) * 2013-01-11 2014-12-03 中铁第四勘察设计院集团有限公司 Supporting and reverse propelling device of shield testing machine
JP5781574B2 (en) * 2013-09-03 2015-09-24 植村 誠 Starting reaction device for open shield machine
JP7166137B2 (en) * 2018-10-23 2022-11-07 大成建設株式会社 Thrust transmission structure and thrust transmission method for shield machine.
CN109578008B (en) * 2018-11-27 2020-02-04 中铁十一局集团第五工程有限公司 Opposite logistics method for tunnel inverted arch double trestle
CN113006808A (en) * 2021-04-23 2021-06-22 中铁六局集团有限公司交通工程分公司 Construction method for viscous geological shield initial section to penetrate shallow soil-covered river channel downwards

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