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特高海拔寒区隧道温度场分布规律研究

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为解决高寒高海拔地区运营隧道的冻害问题,在某单洞双向隧道 4 个断面的不同位置处布设了大量温度传感器进行现场温度监测,分析研究了特高海拔寒区隧道围岩、衬砌在不同位置处的温度场分布规律以及围岩冻深情况.结果表明:隧道温度随季节呈周期性变化,距洞口 10 m处冻害最为严重;隧道衬砌温度与隧道纵向深度呈负相关,围岩温度与隧道径向深度呈正相关关系;在距隧道洞口越近的最不利断面处,拱顶温度高于拱腰和拱脚;距洞口10 m的拱脚处冻深最大,隧道冻深影响范围为0 m~250 m.研究结果可为寒区隧道施工和保温防冻提供依据和指导.
Study on Distribution Rule of Temperature Field in Tunnel in Extremely High Altitude Cold Area
In order to solve the problem of tunnel freezing in high-cold and high-altitude areas,a large number of temperature sensors were deployed at different locations in four sections of a tunnel.Based on-site monitoring,the temperature field distribution and freezing depth of surrounding rock and lining and different locations of tunnels in extremely high altitude cold areas are studied.The results show that:1)The tunnel temperature changes periodically with the season,and the frost damage is the most serious at 10 m of the entrance;2)The tunnel lining temperature is negatively correlated with the longitudinal depth of the tunnel,and the peripheral rock temperature is positively correlated with the radial depth of the tunnel;3)In the most unfavorable section of the tunnel,the temperature of the vault is higher than that of the waist and foot of the arch;4)The freezing depth is the largest in the arch foot at 10 m of the entrance,and the affecting range of freezing depth of the tunnel is 0-250 m.The results of the study can provide a basis and guidance for the construction of tunnels in the cold area and the thermal insulation against freezing.

tunnel freezingtemperature sensorfield monitoringtemperature fieldfreezing depth

郑长伟、李申

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中国铁建大桥工程局集团有限公司,天津 300457

隧道冻害 温度传感器 现场监测 温度场 冻结深度

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(2)
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