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寒区隧道温度场变化规律及保温层参数优化研究

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在寒冷地区修建隧道面临着独特的技术挑战,其中包括低温环境对隧道内部温度场的显著影响.隧道内部温度的变化不仅影响着工程施工和运营阶段的安全,还直接影响隧道结构的长期稳定性和使用寿命.为此,本文采用现场实测与数值模拟相结合的方法,探究了寒区隧道围岩温度场时空变化规律,并分析了不同保温层设防材料、设防长度、厚度对保温效果的影响.结果表明:越靠近隧道洞口围岩内部温度场分布受洞外低气温影响越剧烈;围岩内部温度随着径向深度的增加而不断增大,但其增大幅度在不断减小;当采用导热系数最小的硬质聚氨酯泡沫塑料且其厚度为5 cm,长度为850 m时,可有效保证隧道衬砌结构不被冻结.
Research on the Temperature Field Variation Law and Insulation Layer Parameter Optimization of Tunnels in Cold Regions
The construction of tunnels in cold regions faces unique technical challenges,including the significant impact of low-temperature environments on the temperature field inside the tunnel.The temperature changes inside the tunnel not only affect the safety of construction and operation stages,but also directly affect the long-term stability and service life of the tunnel structure.Therefore,this article adopts a combination of on-site measurement and numerical simulation to explore the spatiotemporal variation law of the temperature field of tunnel surrounding rock in cold regions,and analyzes the influence of different insulation layer materials,length,and thickness on the insulation effect.The results indicate that the temperature distribution inside the surrounding rock closer to the tunnel entrance is more severely affected by the low temperature outside the tunnel.The internal temperature of the surrounding rock increases continuously with the increase of radial depth,but the magnitude of its increase decreases continuously.When the rigid polyurethane foam with the smallest thermal conductivity is used and its thickness is 5 cm,length is 850 m,it can effectively ensure that the tunnel lining structure will not be frozen.

cold region tunneltemperature fieldinsulation layerparameter optimization

宋青波

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中铁十六局集团第四工程有限公司 北京 101400

寒区隧道 温度场 保温层 参数优化

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(9)