[an error occurred while processing this directive]
 
       首 页  |  期刊介绍  |  编委会  |  投稿指南  |  期刊订阅  |  广告合作  |  留言板  |  联系我们 |  English
现代隧道技术 2013, Vol. 50 Issue (2) :151-157    DOI:
施工技术 最新目录 | 下期目录 | 过刊浏览 | 高级检索 << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
铁路复线三线隧道双侧壁导洞法施工技术
中铁二局股份有限公司,成都 610031
The Double Side Drift Construction Technique  for Three-Track Railway Tunnels
(China Railway Erju Co. Ltd., Chengdu 610031)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
摘要        在山岭地区修建铁路,因受地形限制,往往几条铁路穿越同一山脉,线路并行需要大断面隧道通过,例如在建的兰渝高铁(双线)就和遂渝二线(单线)穿越同一座山,形成三线大跨隧道。与其他双线铁路隧道相比,三线隧道具有跨度大、高度变化相对较小(即矢跨比变小)、结构形状更加扁平等特点。文章简要介绍了兰渝复线铁路唯一的一座三线隧道——新作坊隧道的“双侧壁导洞法”的施工工艺和关键技术,研究分析了施工方案优化及施工效果。
Service
把本文推荐给朋友
加入我的书架
加入引用管理器
Email Alert
RSS
作者相关文章
关键词     
Abstract: In mountain areas, it is common for several railways to run through the same mountain because of terrain restrictions, and in this case a large-section tunnel with parallel lines is necessary. The Lanzhou-Chongqing high-speed railway (double-track) and the Suining-Chongqing high-speed railway (single-track), which are under construction, pass through the same hill and form a three-track large-span tunnel. Compared with other double-track railway tunnels, the three-track tunnel is characterized by its large span, relatively small height variation (i.e. small rise-span ratio), and flat structure shape. This paper briefly introduces the construction technology and techniques for the double side drift method adopted in the Xinzuofang Tunnel, which is the only three-track tunnel on the Lanzhou-Chongqing Railway.
Keywords     
出版日期: 2012-12-11
作者简介: 甘洪安(1968-),男,工程师,主要从事道路、隧道工程管理工作,E-mail:gha92@163.com
引用本文:   
.铁路复线三线隧道双侧壁导洞法施工技术[J]  现代隧道技术, 2013,V50(2): 151-157
.The Double Side Drift Construction Technique  for Three-Track Railway Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(2): 151-157
链接本文:  
http://www.xdsdjs.com/CN/      或     http://www.xdsdjs.com/CN/Y2013/V50/I2/151
 
没有本文参考文献
Copyright 2010 by 现代隧道技术