国防交通工程与技术2025,Vol.23Issue(1) :50-56.DOI:10.13219/j.gjgyat.2025.01.011

五老山隧道掌子面积热分析及降温技术研究

Thermal Analysis and Cooling Technology for the Tunnel Heading of the Wulao Mountain Tunnel

杨位珂
国防交通工程与技术2025,Vol.23Issue(1) :50-56.DOI:10.13219/j.gjgyat.2025.01.011

五老山隧道掌子面积热分析及降温技术研究

Thermal Analysis and Cooling Technology for the Tunnel Heading of the Wulao Mountain Tunnel

杨位珂1
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作者信息

  • 1. 中铁十四局集团建筑工程有限公司,山东 济南 250000
  • 折叠

摘要

长距离独头施工形成的掌子面处易积热,影响施工人员的作业环境.以五老山隧道掌子面处温度为研究对象,探究隧道内热源的形成,利用数值模拟软件,分析特长隧道在正常通风和增设局部降温措施下的温度场分布.结果表明:掌子面处高温的主要来源为机械散热;机械送风可以在一定程度上抑制掌子面高温,但当独头施工长度超过一定距离后,通风已无法有效降低温度;采用局部降温措施,如采用片冰融化的冷水,并在隧道侧壁喷雾,可将温度控制在理想范围内.采用综合降温措施后施工温度控制良好.

Abstract

During long-distance single-head excavation,heat tends to accumulate at the tunnel heading,adversely affecting work-ing conditions.Taking the tunnel heading temperature as the primary focus,this study investigates the formation of heat sources and employs numerical simulation software to analyze the temperature distribution in an extra-long tunnel under both standard ventilation and additional local cooling measures.The results indicate that mechanical heat dissipation is the dominant factor leading to high temperatures at the tunnel heading.While forced ventilation can partially mitigate elevated temperatures,once the single-heading excavation length exceeds a certain threshold,ventilation alone becomes insufficient for effective cool-ing.By contrast,localized cooling measures,such as using cold water derived from melted flake ice and mist-spraying along the tunnel sidewalls,can maintain the heading temperature within acceptable limits.Implementation of a comprehensive cooling scheme ultimately achieves satisfactory temperature control during tunnel construction.

关键词

掌子面/积热/热源/形成机制/数值模拟/局部降温/温度场

Key words

tunnel heading/heat accumulation/heat source/formation mechanism/numerical simulation/local cooling/tem-perature field

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出版年

2025
国防交通工程与技术
石家庄铁道学院

国防交通工程与技术

影响因子:0.46
ISSN:1672-3953
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