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隧道建设(中英文) ›› 2020, Vol. 40 ›› Issue (2): 195-201.DOI: 10.3973/j.issn.2096-4498.2020.02.006

• 研究与探索 • 上一篇    下一篇

隧道围岩温度分析解及隔热层对衬砌温度的影响分析:以大瑞铁路高黎贡山隧道为例

蒋爽1, 蒋涛2, 王树刚2, *, 罗占夫3, 王卓3, 尹龙3, 翟康博3   

  1. (1. 大连民族大学, 辽宁大连 116600; 2. 大连理工大学, 辽宁大连 116024; 3. 中铁隧道局集团有限公司勘察设计研究院, 广东广州 511458)
  • 收稿日期:2019-08-09 出版日期:2020-02-20 发布日期:2020-04-04
  • 作者简介:蒋爽(1981—),男,河南南阳人,2017年毕业于大连理工大学,供热、供燃气、通风及空调工程专业,博士,讲师,主要从事隧道降温的理论及应用研究。E-mail: shjiang@foxmail.com。*通信作者: 王树刚, E-mail: sgwang@dlut.edu.cn。
  • 基金资助:
    中铁隧道局集团有限公司资助项目(隧研合2016-01)

Analytical Solution of Surrounding Rock Temperature and Influence of Thermal Insulation Layer on Lining Temperature: a Case Study on Gaoligongshan Tunnel on DaliRuili Railway

JIANG Shuang1, JIANG Tao2, WANG Shugang2, *, LUO Zhanfu3, WANG Zhuo3, YIN Long3, ZHAI Kangbo3   

  1. (1. Dalian Minzu University, Dalian 116600, Liaoning, China; 2. Dalian University of Technology, Dalian 116024, Liaoning, China; 3. Survey, Design and Research Institute of China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China)
  • Received:2019-08-09 Online:2020-02-20 Published:2020-04-04

摘要: : 高岩温会降低隧道衬砌结构的稳定性并恶化施工环境,在隧道结构中设置隔热层是一种较为有效的应对措施。为分析隔热层对衬砌温度的影响,基于隧道径向及轴向二维轴对称的围岩温度导热模型,引入第三类边界条件和莱维级数法推导得到隧道围岩温度分布的分析解,计算结果与已发表文献数据一致。以高黎贡山越岭段铁路隧道为工程背景,分析影响衬砌内外表面温度的主要因素。研究结果表明: 1)利用分析解不仅能够方便地量化不同隔热层敷设方式对衬砌的降温效果,还能确定不同内表面对流换热系数条件下衬砌内外表面温度及其梯度与隔热层导热系数之间的连续变化关系,例如对流换热系数取0.25 W/(m2?℃)工况下,采用夹心式敷设方式时衬砌平均温度比贴壁式低了约1.6 ℃; 2)当对流换热系数较大时,隔热层导热系数减小对降低衬砌内外表面温度的作用减弱,表明洞内通风条件较好时选择热阻较小的隔热材料也能满足隔热要求。

关键词: 隧道, 隔热层, 衬砌温度, 分析解

Abstract: High temperature of surrounding rock will reduce the stability of tunnel lining and worsen the construction environment. It is an effective measure to set up the thermal insulation layer in the tunnel structure. An analytical solution of the temperature distribution is derived by 〖JP2〗introducing the thirdboundary conditions and the Levy method based on the radial and axial symmetrical twodimensional thermal conduction model of the surrounding rock so as to analyze the influence of the heat insulation layer on the temperature of the lining, and the validation results are consistent with the data of published literatures. The main factors affecting the temperature of the inner and outer surfaces of the lining are analyzed by taking the Gaoligongshan mountaincrossing railway tunnel as an example. The results indicate that: (1) The cooling effect of the different laying methods of the thermal insulation layer on the lining can be easily quantified by using the analytical solution; the relationships between the temperature and temperature gradient of inner and outer surfaces of the lining and the thermal conductivity of the thermal insulation under different convective heat transfer coefficients in the tunnel can also be determined, for example, when the convective heat transfer coefficient is 0.25 W/(m2?℃),〖JP〗 the average temperature of the lining with the sandwich insulation layer is about 1.6 ℃ lower than that with the wallmounted insulation layer. (2) When the convective heat transfer coefficient in the tunnel is large, the effect of the thermal conductivity reduction of the insulation layer on the temperature decrease of the inner and outer surfaces of the lining is weakened, which shows that the insulation material with small thermal resistance can also meet the requirements of the insulation when the ventilation condition in the tunnel is good.

Key words: tunnel, thermal insulation layer, lining temperature, analytical solution

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