| 连拱隧道底部岩溶处理方法及其计算分析 |
| 修订日期：2007-05-30 点此下载全文 |
| 引用本文：张甘成,朱慧芳,童庆峰.连拱隧道底部岩溶处理方法及其计算分析[J].钻探工程,2007,34(10):72-75.. [J]. Drilling Engineering, 2007,34(10):72-75. |
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| 张甘成 朱慧芳 童庆峰 |
| [1]浙江黄衢南高速公路有限公司,浙江衢州324000 [2]浙江黄衢南高速公路衢州市指挥部,浙江衢州324002 |
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| 中文摘要:目前隧道跨越溶洞的处理多以经验为主,处理后也无相应的评价方法,针对这一现状,采用理论计算方法对该问题进行了研究。结合一典型双跨连拱隧道工程实例,在综合比较多种底部溶洞处理方案的基础上,在隧道底部采用拱梁结构跨越溶洞,探讨了计算模型的建立方法和计算荷载的确定方法,提出了隧底拱梁结构的安全判定标准并对该工程实例的安全性进行了判断,所提出的计算方法对保证隧道安全具有重要意义。 |
| 中文关键词:连拱隧道 底部溶洞 拱梁结构 |
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| ZHANG Gan-cheng ZHU Hui-fang TONG Qing-feng |
| 1. Zhejiang Huangqunan Highway Co. Ltd. , Quzhou Zhejiang 324000, China; 2. Quzhou Headquarters of Zhejiang Huangqunan Highway, Quzhou Zhejiang 324002, China |
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| Abstract:The paper discussed the establishing method of calculation model and determining method of load calculation in according to a typical double span continuous arch tunnel ease, the author made comprehensive comparison on several treatment concepts of karst cave in bottom and determined to adopt arch-beam structure. Judging standard of safety was put forward for arch - beam in bottom of the tunnel and the judgment on the engineering ease was made. |
| keywords:double-arched tunnel karst cave in bottom arch-beam structure |
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