公轨合建盾构法隧道内部结构方案研究

Abstract
Figure/Table
References (0)
Related Citation (1)

Download: PDF (2853 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Research purposes：The internal structure of the shield tunnel is an important part of tunnel engineering， affecting the shield diameter，the construction schedule and investment，especially the road-metro shield tunnel． Based on the Sanyang road Yangtze River tunnel，the mechanics characteristic，the main construction technology， methods and their advantages and disadvantages of the internal structures and the flue sheet of tunnel are analyzed and compared in the paper．

Research conclusions：(1)With obvious advantages on waterproof ability，mechanics property and investment，the cast—in—situ method i8 recommended．(2)Prefabricated arc slab flue sheet is convenient for quality control and the stress state is good under the scour and silting-up condition in the operation，the flue sheet should be prefabricated． (3)The analysis can provide theoretical evidences and references for the large road-metro shield tunnel in future．

Key words： road-metro shield tunnel shield tunnel internal structures

Received: 21 August 2013

PACS:

U121

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	TANG Fei
	HE Ying-dao

Cite this article:

TANG Fei,HE Ying-dao. Research on the Internal Structures of Road-metro Shield Tunnel[J]. 铁道工程学报, 2013, 30(12): 57-63.

URL:

http://tdgcxb.crec.cn/EN/ OR http://tdgcxb.crec.cn/EN/Y2013/V30/I12/57

[1] 中铁第四勘察设计研究院．三阳路长江隧道工程初步设计[R]．武汉：中铁第四勘察设计研究院．2013．

China Railway Siyuan Survey and Design Group Co．Ltd．The Preliminary Design of Sanyang Road Yangtze River Tunnel[R]．Wuhan：China Railway Siyuan Survey and Design Group Co．Ltd，2013．

[2] 沈永红，李向红，陈凯．上海耀华支路盾构法隧道内部结构施工技术方案[c]／／第三届上海国际隧道工程研讨会文集．上海：同济大学出版社，2006．

Shen Yonghong，Li Xianghong，Chen Kai．The Construction Program of the Internal Structure of Yaohua Branch Road Tunnel in Shanghai C I／／The 3rd China International Tunnelling Symposium．Shanghai： Tongji University Press，2006．

[3] 张轶．大型盾构法隧道内部结构同步施工[J]．商品与质量：建筑与发展，2002(8)：59-62．

Zhang Yi．The Internal Structure Construction Synchronization of Large Shield Tunnel[J]．The Merchandise and Quality：Building and Development， 2002(8)：59-62．

[4] 周文波，吴惠明．水底公路隧道盾构掘进中的道路同步施工技术[J]．世界隧道，1998(3)：13-17．

Zhou Wenbo，Wu Huiming．The Internal Structure Construction Synchronization of Subaqueous Highway Tunnel[J] ．Worldwide Tunnel，1998(3)：13-17．

[5] 董天乐，张迪，焦齐柱．庆春路过江隧道公铁分合建方式分析[J]．隧道建设，2007(4)：37-42．

Dong Tianle，Zhang Di，Jiao Qizhu．The Analysison the Road and Metro Construction Approach of Qingchunlu River-crossing Tunnel [J]．Tunnel Construction，2007 (4)：37-42．

[6]刘建航，侯学渊．盾构法隧道[M]．北京：中国铁道出版社，1991．

Liu Jianhang，Hou Xueyuan． Shield tunnel[M]． BeUing：China Railway Publishing House，1991．

[7] 曾东洋，何川．地铁盾构隧道管片接头刚度影响因素研究 [J]．铁道学报，2005(4)：90-95．

Zeng Dongyang，He Chuan． Study on Factors Influential in Metro Shield Tunnel Segment Joint Bending Stiffness[J]．Journal of the China Railway Society，2005(4)：90-95．

[8]地盘工学会著(日)．盾构法的调查、设计、施工[M]．朱清山，等，译．北京：中国建筑工业出版社，2008．

Soils AND Foundations(Japan)．The Shield Tunnel Investment，Design，Construction[M]．Zhu Qingshan， etc，Translated．Beijing：China Architecture & Building Press，2008．

[9]孙文昊，焦齐柱，兰宇，等．盾构管片接头抗弯刚度影响因素研究[J]．铁道工程学报，2008(1)：66-71．

Sun Wenhao，Jiao Qizhu，Lan Yu，etc．Research on the Factors Influencing Flexural Rigidity of Duct Piece Joint of Shield Tunnel[J]．Journal of Railway Engineering Society，2008(1)：66-71．