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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 113-119.

• 研究与探索 • 上一篇    下一篇

隧道维修补强技术与案例探讨

李佳翰1,2,王泰典2,薛文城3,黄灿辉4   

  1. 1. 联合大地工程顾问公司,台北; 2. 台北科技大学资源工程研究所,台北;
    3. 铁路改建工程局东部工程处, 宜兰; 4. 台湾大学土木工程学系,台北
  • 收稿日期:2010-06-12 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:李佳翰(1976—),男,2001年毕业于中央大学应用地质研究所,硕士,现服务于联合大地工程顾问(股)公司,主要从事隧道规划设计、安全检测与维修补强的工作。E-mail:ug513@mail.ugi.com.tw。

Tunnel Maintenance & Rehabilitation Technology and Cases

 LI  Jia-Han1,2, WANG  Tai-Dian2, XUE  Wen-Cheng3, HUANG  Can-Hui4   

  1. 1. United Geotech, Inc., Taipei; 2. Institute of Mineral Resources Engineering, National Taipei
    University of Technology, Taipei; 3. Eastern Region Engineering Office, Railway Reconstruction Bureau, Yilan;
     4. Department of Civil Engineering, National Taiwan University, Taipei
  • Received:2010-06-12 Online:2010-08-14 Published:2010-08-25

摘要:

一般土木结构之维修补强技术已有丰硕成果,惟因隧道埋置于地下,结构具高度静不定特性,衬砌异状种类甚多,程度不一,肇因的诊断十分复杂,衬砌受力的型式、大小与变异难以完全掌控,一般土木结构之维修补强技术常无法直接运用。面对亟待维修补强或加固作业的隧道比例持续升高,实有必要针对隧道维修补强技术进行深入探讨。本文首先阐述隧道维护管理观念,接着探讨隧道维修补强之考量因素与设计流程,其次搜集汇整欧美及日本隧道维修补强之工法与技术,并按异状产生之现象及原因分为衬砌劣化或剥落、渗漏水、外力变化等3大类说明其可供选择之对策工法,最后以台湾数个实际案例研析各项工法与技术之适用性,以提供未来类似隧道维护工程之参考。

关键词: 隧道, 维护工程, 衬砌异状, 维修补强技术

Abstract:

The types and magnitudes of tunnel anomalies typically vary, such that diagnosing anomaly causes is extremely complicated. Additionally, identifying the mechanisms and variations in lining loadings is difficult. Consequently, maintenance and rehabilitation technologies cannot be applied to tunnels directly. As the number of tunnels requiring rehabilitation is increasing, determining the effectiveness of tunnel maintenance and rehabilitation technologies is necessary. This study investigates the effectiveness of tunnel maintenance and rehabilitation procedures, and examines the methods and technologies used in Europe, the United States and Japan. The countermeasures for the three main anomalies, i.e., lining deterioration/spalling, water leakage and changes in external loading, are discussed. Finally, this study determines the suitability of these countermeasures for projects in Taiwan. Analytical results will be a reference for future tunnel maintenance projects.

Key words: tunnel, tunnel lining anomaly, maintenance &, rehabilitation technology