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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (1): 81-84.DOI: B

• 施工技术 • 上一篇    下一篇

近距大跨超浅埋双洞分修隧道穿越铁路施工技术

朱亮来, 董天乐   

  1. 1.中铁隧道集团有限公司华东指挥部2.杭州市钱江新城指挥部
  • 收稿日期:2005-12-01 出版日期:2006-02-20 发布日期:2010-01-26
  • 作者简介:朱亮来(1965-)|男|江西坡阳县人|1988年7月毕业于西南交通大学,高级工程师,主要从事地下工程施工技术及管理工作。

Construction Technology of Closespaced, Largespanned and Super
shallowburied Twintube Tunnel that Runs Underneath Existing Railway

SHU Liang-Lai, DONG Tian-Le   

  1. 1. Huadong Headquarters of China Railway Tunnel Group Co., Ltd.2. Qianjiang Newcity Headquarters of Hangzhou City
  • Received:2005-12-01 Online:2006-02-20 Published:2010-01-26

摘要:

杭州解放路延伸线新城隧道采用左、右线双洞分修型式,具有埋深浅、跨度大、间距小的特点,穿越地层地质差,同时需下穿既有沪杭铁路线,施工技术含量极高。文章介绍了穿越铁路段施工中采用的综合技术及相应的针对性辅助施工措施,结合监测信息反馈,分析阐释了浅埋暗挖法及其综合配套技术在施工实际中的成功应用,具有重要的现实意义。

Abstract:

Xincheng tunnel on Hangzhou Jiefang Road extending highway is a twintube tunnel that is supershallowburied, largespanned and closespaced, as well as running within poor geological conditions and underneath existing ShanghaiHangzhou railway, therefore the construction of the tunnel contains extremely advanced technology. The article introduces the comprehensive technology and the corresponding assistant measures adopted during the construction of the tunnel underneath the railway. Furthermore, by means of feedback of the monitoring results, the article analyses and explains the successful application of shallowburied undermining method and its comprehensive assistant technology in the tunnel construction, which  has important practical significance.

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