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东江水源一期工程隧洞裂缝成因及修补方案研究 被引量:6

Study on cracking causes and repairing measures of the tunnel of the first stage Dongjiang Water Source Project
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摘要 城市供水工程的输水管线一般都很长,管辖范围大,沿途地形复杂,而隧洞是其中主要的水工建筑物。大量研究表明,裂缝是水工混凝土建筑物(包括隧洞)最普遍、最常见的病害之一,不发生裂缝的混凝土建筑物是极少的。隧洞混凝土裂缝往往是多种因素联合作用的结果。本文分析了东江水源一期工程隧洞产生裂缝的主要原因,提出了城市供水隧洞裂缝处理的特点和前提条件,为制定合理的修补方案提供了依据。 Generally, the conveyance line of a water supply project for cities is very long. It covers a large area and often has very complex topography. Tunnel is often to be the main structure in water supply projects. Many cases have demonstrated that cracking is a widely encountered problem in hydraulic structures (including tunnel). The cracking of tunnel concrete is a result of multiple factors. In this paper, the main reasons of.the tunnel cracking at the 1^st stage Dongjiang Water Source Project were analyzed. The characteristics and the pre-conditions for treatment of the tunnel were presented. They could provide a good reference for setting a reasonable rehabilitation design.
出处 《中国水利水电科学研究院学报》 2007年第3期222-226,共5页 Journal of China Institute of Water Resources and Hydropower Research
关键词 城市供水 东江水源一期工程 隧洞 裂缝处理 city water supply the first stage Dongjiang Water Source Project tunnel cracking treatment
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参考文献1

  • 1黄国兴 陈改新.水工混凝土建筑物修补技术及应用[M].北京:中国水利电力出版社,2000..

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