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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (1): 15-19.DOI: A

• 研究与探索 • 上一篇    下一篇

火灾高温时隧道衬砌结构温度场的数值模拟

胡辉荣1, 舒中文1, 程崇国2   

  1. (1.中铁西北科学研究院有限公司| 兰州 730000;2. 重庆交通科研设计院| 重庆 400067)
  • 收稿日期:2010-01-04 出版日期:2010-02-20 发布日期:2010-05-11
  • 作者简介:胡辉荣(1981—)|男|汉|四川南充人|2007年毕业于重庆交通大学桥梁与隧道工程专业|硕士研究生|工程师|主要从事公路隧道设计、施工、监控量测方面的研究。

Numerical Simulation of Temperature Field of Tunnel |Lining under High Temperature in case of Fire

U Hui-Rong1, SHU Zhong-Wen1, CHENG Chong-Guo2   

  1. (1. Northwest Research Institute Co., Ltd. of CREC, Lanzhou 730000, China|2. Chongqing Communications Research &|Design Institute, Chongqing 400067, China)
  • Received:2010-01-04 Online:2010-02-20 Published:2010-05-11

摘要:

国内外发生的大量隧道火灾案例都显示了火灾对衬砌结构的严重损害以及衬砌结构耐火的重要性。依托青岛胶州湾隧道,详细介绍采用数值模拟对隧道衬砌结构火灾高温时的瞬态温度场的模拟过程,研究在火灾高温时温度沿隧道衬砌厚度的分布规律,给出一系列研究成果,对确定隧道衬砌的耐火性能、提高隧道衬砌的火灾安全性有重要意义。

关键词: 火灾, 公路隧道, 衬砌结构, 温度场, 数值模拟, 耐火性能

Abstract:

Numerous tunnel fires occurring in China and foreign countries demonstrate that fires can severely destroy the lining structure and that the fireresistant performance of the lining is of great importance. With Jiaozhou Bay tunnel in Qingdao, China as an example, the numerical simulation of the temperature field of the tunnel lining under high temperature in case of fire is presented, the rule of the temperature distribution along the lining thickness under high temperature in case of fire is studied and a series of study results are achieved, which has great significance to determine the fireresistant performance of the tunnel lining and to improve the fireresistant safety of the tunnel lining.

Key words: fire, highway tunnel, lining structure, temperature field, numerical simulation, fire resistant performance

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