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
- Authority
- JP
- Japan
- Prior art keywords
- ground
- shield machine
- starting
- reaction force
- construction method
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Claims (8)
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 .
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 |
Family
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 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4225295B2 (en) |
Families Citing this family (6)
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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2005
- 2005-06-16 JP JP2005176767A patent/JP4225295B2/en active Active
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