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隧道建设（中英文） ›› 2022, Vol. 42 ›› Issue (1): 16-25.DOI: 10.3973/j.issn.2096-4498.2022.01.003

• 研究与探索 • 上一篇    下一篇

高地温尼格隧道综合降温体系研究

王志杰1， 姜逸帆1， *， 林铭1， 邓宇航1， 刘新星2， 魏子棋1， 周平1   

  1. （1. 西南交通大学土木工程学院， 四川 成都 610031； 2. 中国水利水电第五工程局有限公司， 四川 成都 610061）
  • 出版日期:2022-01-20 发布日期:2022-01-28
  • 作者简介:王志杰(1964—)，男，山西万荣人，1987年毕业于西南交通大学，隧道及地下工程专业，博士，教授，主要从事山岭隧道的理论与实践研究工作。E-mail: 1049814641@qq.com。*通信作者： 姜逸帆， E-mail: 649553132@qq.com。
  • 基金资助:
    国家自然科学基金 (51678498); 中央高校基本科研业务专项资金（SWJTU11ZT33）； 教育部创新团队发展计划（IRT0955）

Comprehensive Cooling System of Nige Tunnel with High Ground Temperature

WANG Zhijie1, JIANG Yifan1, *, LIN Ming1, DENG Yuhang1, LIU Xinxing2, WEI Ziqi1, ZHOU Ping1   

  1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China; 2. SINOHYDRO Bureau 5 Co., Ltd., Chengdu 610061, Sichuan, China
  • Online:2022-01-20 Published:2022-01-28

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摘要： 为解决高地温隧道因高温引发的热害问题，以红河州建水—元阳高速公路的尼格隧道为依托，基于能量平衡原则设计各降温措施的适用区间。采用CFD软件模拟进行对照分析，研究尼格隧道现场采用降温措施的效果，构建高地温隧道综合降温体系。结果表明： 1）围岩温度T<32 ℃时采用单通风管道，在围岩温度32 ℃≤T≤40 ℃时采用双通风管道，在围岩温度40 ℃<T≤48 ℃时增设局部雾炮车喷雾降温，在围岩温度T>48 ℃增设冰块降温，且在实际应用中温降可达到理论计算值。2）增大通风量对降温速率的影响最大，可提升37.7%；冰块降温次之，可提升11.6%；喷雾降温提升效果最差，仅提升3.2%；但是对于降温幅度，冰块降温>增大通风量>喷雾降温。3）增大通风量可以加快洞内空气的置换流通，宜作为基础降温措施；冰块降温通过融化吸热可实现大规模的温降，可用在热害等级较高的隧道；喷雾降温可实现局部区域的降温、除尘和加湿，可作为掌子面辅助降温措施实现对隧道的局部降温。

关键词: 高地温隧道, 综合降温体系, CFD软件模拟, 理论计算

Abstract: The heat damage caused by high temperature is a severe problem in tunnels with high ground temperature. As a result, the applicable interval for each cooling measure is designed for the Nige tunnel of the Jianshui-Yuangyang expressway in Honghe Prefecture, China, based on the principle of energy balance. Then, the computational fluid dynamics software simulation is used to analyze the cooling effect of the measures adopted, and a comprehensive cooling system for high ground temperature tunnel is constructed. The findings are as follows: (1) A single ventilation pipe can be used when the surrounding rock temperature is less than 32 ℃. A double ventilation pipe can be used when the surrounding rock temperature is between 32 ℃ and 40 ℃. An additional local fog truck spray cooling can be installed when the surrounding rock temperature is between 40 ℃ and 48 ℃, and additional ice cooling can be installed when the surrounding rock temperature is greater than 48 ℃. The temperature drop can reach the theoretical calculation value in practical application. (2) An increase in the ventilation air volume has the greatest impact on the cooling rate, which can be increased by 37.7%; the ice cooling can increase the cooling rate by 11.6%, and spray cooling can increase the cooling rate by 3.2%. While icecooling has the greatest cooling range, followed by increasing ventilation air volume, and spray cooling has the smallest. (3) Increasing the ventilation air volume can accelerate the air replacement circulation in the cave, which can be regarded as a basic cooling measure. Ice-cooling can achieve large-scale temperature reduction by melting and absorbing heat, which can be used in tunnels with high heat damage level. Spray cooling can achieve local area cooling, dust removal, and humidification, which can be used as an auxiliary cooling measure for tunnel face to achieve local tunnel cooling.

Key words:  , tunnel with high ground temperature, comprehensive cooling system, computational fluid dynamics software simulation, theoretical calculation

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