1. China Railway Southwest Research Institute Co. Ltd, Chengdu, Sichuan 611731, China; 2. Sichuan Highway Planning, Survey, Design and Research Institute Ltd, Chengdu, Sichuan 610041, China; 3. China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, China; 4. Sichuan Vocational and Technical College of Communications, Chengdu, Sichuan 611130, China
Abstract:Research purposes:As the construction of the Sichuan-Tibet Railway progressing, the number of domestic super-long tunnels with high altitude and large elevation is soaring sharply. Because the current temperature distribution law in super-long tunnel with high altitude and large elevation is still unclear, it severely restricts its thermal insulation and anti-freezing design. If improperly fortified, the freezing damage will occur and furthermore, it will affect the operational safety. In this paper, taking the existing super-long tunnel with high altitude and large elevation as an example, the meteorological monitoring data inside and outside tunnel before and after construction are utilized to study a temperature distribution law and its influences on thermal insulation and anti-freezing length, and the relevant suggestions for thermal insulation and anti-freezing design are given by means of on-site monitoring, numerical simulation and other methods. Research conclusions:(1) During the construction of tunnel, the temperature near tunnel face ranges from 13 °C to 16°C all year around and basically, it remains constant and less-affected by the temperature outside tunnel. The temperature value is mainly determined by the temperature of the surrounding rocks. (2) After the completion of tunnel, the longitudinal temperature distribution in tunnel are changed significantly and affected dramatically by the meteorological environmental conditions outside the tunnel. The "chimney effects" of the super-long tunnel with high altitude and large elevation is obvious. (3) The super-long tunnel with high altitude and large elevation will create a one-way natural ventilation from lower opening to higher opening, causing that the negative temperature length of the lower opening is apparently longer than that of higher opening and the temperature fields at both ends of the opening are asymmetrically distributed. (4) The research results can provide a reference for the construction of high-altitude tunnels with large elevation difference between lower and higher openings in Sichuan-Tibet Railway.
郑波, 吴剑, 郑金龙, 陶伟明, 郭瑞, 冷希乔. 高海拔大高差特长隧道洞内温度分布规律研究[J]. 铁道工程学报, 2022, 39(1): 61-66.
ZHENG Bo, WU Jian, ZHENG Jinlong, TAO Weiming, GUO Rui, LENG Xiqian. Research on the Temperature Distribution Law in Super-long Tunnel with High Altitude and Large Elevation. Journal of Railway Engineering Society, 2022, 39(1): 61-66.
谭贤君,陈卫忠,于洪丹,等.考虑通风影响的寒区隧道围岩温度场及防寒保温材料敷设长度研究[J].岩石力学与工程学报,2013(7):1400-1409.Tian Xianjun,Chen Weizhong,Yu Hongdan,etc. Study of Temperature Field of Tunnel Surrounding Rock in Cold Regions Considering Effect of Ventilation and Length Design of Insulation Material[J].Chinese Journal of Rock Mechanics and Engineering,2013(7):1400-1409.
[2]
夏才初,范东方,李强,等.寒区隧道保温层铺设长度的计算方法[J].同济大学学报:自然科学版,2016(9):1363-1370.Xia Caichu,Fan Dongfang,Li Qiang,etc. An Approach for Determining Length of Insulation Layer in Cold Region Tunnels[J].Journal of Tongji University:Natural Science,2016(9):1363-1370.
[3]
高焱,朱永全,赵东平,等.列车活塞风影响下寒区隧道温度场的变化规律[J].西安建筑科技大学学报:自然科学版,2017(1):118-124.Gao Yan,Zhu Yongquan,Zhao Dongping,etc. Varying Rule of Temperature Field in the Tunnel in Cold Region under the Influence of the Train Piston Wind[J]. Journal of Xi′an University of Architecture & Technology:Natural Science Edition,2017(1):118-124.
[4]
赖金星.高海拔复杂围岩公路隧道温度场特征与结构性能研究[D].西安:长安大学,2008.Lai Jinxing. Study on Temperature Field Feature and Structure Characteristics of High Altitude Localities Road Tunnel with Complex Surrounding Rock[D]. Xi′an:Chang'an University,2008.
[5]
郑波,吴剑,高红兵.季节冻土区隧道洞口衬砌开裂机理及防治[J]. 铁道工程学报,2017(7):72-77.Zheng Bo, Wu Jian, Gao Hongbing. Lining Cracking Mechanism and Treatment Measures at Tunnel Portal in Seasonally-frozen Soil Regions[J].Journal of Railway Engineering Society, 2017(7):72-77.
[6]
郑波,吴剑,郑金龙,等.高海拔严寒地区特长公路隧道保温层铺设长度研究[J].地下空间与工程学报,2017(S1):353-359.Zheng Bo, Wu Jian, Zheng Jinlong, etc. Study on the Insulation Layer Length for a Long Highway Tunnel in the High Altitude and Cold Region[J]. Chinese Journal of Underground Space and Engineering,2017(S1):353-359.
[7]
郑波,吴剑,郭瑞,等. 川西高原隧道冻害类型与防冻设计参数研究[J].现代隧道技术,2019(S1):58-65.Zheng Bo, Wu Jian, Guo Rui, etc. Study on Freezing Damage Types and Anti-freezing Parameters for the Tunnels in Western Sichuan Plateau[J]. Modern Tunnelling Technology,2019(S1):58-65.