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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 492-497.

• 经验交流 • 上一篇    下一篇

超浅覆隧道遭遇废煤坑管幂施工补强技术

汪世辉1 ,2, 林英堂1, 王建力2   

  1. 1. 利德工程股份有限公司,台北; 2. 成功大学资源工程系, 台南
  • 收稿日期:2010-06-29 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:汪世辉(1972—),男,台湾台南,成功大学资源工程系博士候选人,现任施工所副主任,主要从事地质及隧道工程等领域工作。Email:shihhui.wang@msa.hinet.net。

Construction of Super Shallow Tunnel Crossing Abandoned
Coal Pit Area by Pipe Roofing Method

 HONG  Shi-Hui1,2, LIN  Yang-Tang1, WANG  Jian-Li2   

  1. 1. Raito Engineering Consultant Corporation, Taipei;
    2. Department of Resources Engineering, National Cheng Kung University, Tainan
  • Received:2010-06-29 Online:2010-08-14 Published:2010-08-25

摘要:

近年来,随着环境保育观念的提升,“减少地表开挖”的理念已逐渐落实在隧道设计及施工实务上。以往,隧道穿越浅覆盖段采明挖法(开膛剖肚)的方式,已逐渐被暗挖法(直接穿越)所取代;因此,管幂先撑浅埋暗挖设计,在未来一段期间内,即使是在一些地质不尽理想的超浅埋段将不断被尝试。以台湾北部某执行中的双孔公路隧道为例,探讨超浅覆隧道遭遇废煤坑采管幂施工之补强技术。由于案例穿越一旧崩塌地形成之谷地地形下方,不仅覆盖极薄,遭遇的废煤矿碴自立性极差,几乎非原设计之管幂工法足以因应;但经紧急采取双层管幂、钢管加劲及拱盖培厚等管幂补强技术后,勉为通过,其处理经验与心得,希供后续类似案例之参考。

关键词: 浅覆隧道, 废煤坑, 双层管幂, 钢管加劲, 拱盖培厚

Abstract:

The growth of environmental protection awareness in Taiwan has made it necessary for tunnel engineers to consider altering the natural surroundings as little as possible when undertaking tunnel design and in practice. Tunnel projects in Taiwan have progressively evolved into using the method of direct excavation to replace the traditional method of cut and cover excavation when dealing with supershallow tunnel. Even when both the geological and topographical conditions are unfavorable, the method of direct excavation is still adopted because it leads to the lowest environmental impact. This study discusses the applicability of various methods of direct excavation for supershallow tunnel. These methods include the forepoling method, the pipe roofing method, the plate shield method. The site of a twintube road tunnel under construction in northern Taiwan is given as an example. Engineering difficulties and landslide failures at the site were encountered during construction, and remediation technologies were adopted and evaluated after each failure. The observations and suggestions made in this study provide dependable references for future tunnel projects facing similar problems in Taiwan.

Key words: shallow tunnel, waste coal pit area, pipe roofing method, fore poling method, plate shield method