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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (3): 225-230.

• 研究与探索 • 上一篇    下一篇

青藏铁路多年冻土隧道隔热保温研究

刘小刚   

  1. 中铁第一勘察设计院集团有限公司桥梁隧道处, 西安710043
  • 收稿日期:2009-12-15 修回日期:2010-05-18 出版日期:2010-06-10 发布日期:2010-06-17
  • 作者简介:刘小刚(1974—),男,甘肃天水人,1998年毕业于西南交通大学隧道及地下工程专业,本科,高级工程师,主要从事隧道及地下工程的勘测、设计及研究工作。

Study on Thermal Insulation of Tunnels in Permafrost
Soil on QinghaiTibet Railway

LIU  Xiao-Gang   

  1. Bridge and Tunnel Department of China Railway First Survey and Design Institute Group, Xi′an 710043, China
  • Received:2009-12-15 Revised:2010-05-18 Online:2010-06-10 Published:2010-06-17

摘要:

从冻土隧道冻害产生的基本因素、冻融圈的变化规律分析,提出青藏铁路多年冻土隧道隔热保温的设计思路及“防水板+隔热保温层+防水保护层”的隔热保温结构形式,并结合围岩温度变化进行现场测试,分析得出围岩地温在逐渐回冻,从而验证了隔热保温设计的合理性,其设计方法及思路可为以后相关类似工程的设计提供参考。

关键词: 铁路, 冻土隧道, 隔热保温, 冻融圈, 冻胀, 回冻

Abstract:

 Thermal insulation design concept and thermal insulation structure of "waterproofing sheet + thermal insulation layer + waterproofing protection layer" are proposed for tunnels in permafrost soil on QinghaiTibet Railway on basis of analysis on the causes for the frostinduced diseases of tunnels in frost soil and the variation rules of the frostthaw rings. The variation of the temperatures of the surrounding rock mass are measured and analyzed, which confirms that the surrounding rock mass is in gradual refreezing state and in turn verifies that the thermal insulation design is reasonable. This design method and design concept can be served as reference for similar projects in the future.

Key words: railway, frost soil tunnel, thermal insulation, frost thaw ring, frost induced heaving, refreezing