[1]柯政希,庄永香,崔光耀.高岩温隧道聚氨酯隔热层构造型式对隔热效果的影响研究[J].高速铁路技术,2026,(01):31-35,48.[doi:10.12098/j.issn.1674-8247.2026.01.004]
 KE Zhengxi,ZHUANG Yongxiang,CUI Guangyao.On the Influence of Insulation Layer Types on Thermal Insulation Performance in High Geothermal Tunnels[J].HIGH SPEED RAILWAY TECHNOLOGY,2026,(01):31-35,48.[doi:10.12098/j.issn.1674-8247.2026.01.004]
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高岩温隧道聚氨酯隔热层构造型式对隔热效果的影响研究()

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
期数:
2026年01期
页码:
31-35,48
栏目:
理论探索
出版日期:
2026-01-30

文章信息/Info

Title:
On the Influence of Insulation Layer Types on Thermal Insulation Performance in High Geothermal Tunnels
文章编号:
1674-8247(2026)01-0031-05
作者:
柯政希1庄永香2崔光耀1
(1.北方工业大学, 北京 100144; 2. 莒南县园林环卫保障服务中心, 山东 临沂 276600)
Author(s):
KE Zhengxi1 ZHUANG Yongxiang2 CUI Guangyao1
(1. North China University of Technology, Beijing 100144, China; 2. Junan County Garden Sanitation Support Service Center, Linyi 276600, China)
关键词:
隧道工程 高岩温 隔热层 隔热效果
Keywords:
tunnel engineering high rock temperature insulation layer thermal insulation effect
分类号:
U45
DOI:
10.12098/j.issn.1674-8247.2026.01.004
文献标志码:
A
摘要:
为研究高岩温隧道隔热层型式对隔热效果的影响,依托某高岩温隧道工程,利用Comsol Multiphysics 数值模拟软件,研究了实心隔热层和抽孔型隔热层的隔热效果。研究结果表明,与无隔热层隧道相比,实心隔热层隧道二次衬砌外表面温度降低6.16%,二次衬砌内表面温度降低1.45%; 抽孔型隔热层隧道二次衬砌外表面温度降低6.17%,二次衬砌内表面温度降低1.45%; 将抽孔形状改为圆形和菱形,隧道二次衬砌内外表面温度均无变化。增加抽孔型隔热层开孔率,二次衬砌内外表面温度下降不明显。采用隔热层的隧道隔热效果优于无隔热层,抽孔形状对隔热层隔热效果基本无影响。采用抽孔型隔热层的隔热效果优于实心隔热层,但开孔率增大对隔热效果影响较小,原因为聚氨酯材料导热系数较小,与空气相差不大。研究成果可为高岩温隧道隔热层设计提供参考。
Abstract:
To investigate the influence of insulation layer types on the thermal insulation effect in high geothermal tunnels, this paper, based on a specific high geothermal tunnel project, utilized Comsol Multiphysics numerical simulation software to analyze the thermal insulation performance of solid insulation layers and perforated insulation layers. The results indicate that: compared to tunnels without an insulation layer, the outer surface temperature of the secondary lining decreases by 6.16% and the inner surface temperature decreases by 1.45% for tunnels with a solid insulation layer; for tunnels with a perforated insulation layer, the reductions are 6.17% and 1.45%, respectively. Changing the shape of the perforations to circular or diamond resultes in no change in the temperatures of both the inner and outer surfaces of the secondary lining. Increasing the perforation ratio of the perforated insulation layer does not lead to a significant decrease in the temperatures of the secondary lining surfaces. The thermal insulation effect of tunnels employing an insulation layer is superior to those without one. The shape of the perforations has essentially no impact on the insulation effect. The insulation effect of perforated insulation layers is slightly better than that of solid layers, but increasing the perforation ratio has a minimal influence. This is attributed to the low thermal conductivity of polyurethane material, which is similar to that of air. The research findings provide a valuable reference for the design of insulation layers in high geothermal tunnels.

参考文献/References:

[1] 郭平业, 卜墨华, 张鹏, 等. 矿山地热防控与利用研究进展[J]. 工程科学学报, 2022, 44(10): 1632-1651.
GUO Pingye, BU Mohua, ZHANG Peng, et al. Research Progress on the Prevention and Utilization of Mine Geothermal Energy[J]. Chinese Journal of Engineering, 2022, 44(10): 1632-1651.
[2] SUN Yongchao, WANG Meijing, AI Chengjie, et al. Mechanical Behaviors of Tunnel Lining in Uneven Temperature Field of High Geothermal Surrounding Rock[J]. IOP Conference Series: Earth and Environmental Science, 2021, 861(2): 022012.
[3] 刘观龙, 任金龙, 宋章. 渝昆高速铁路彝良隧道高地温工程地质特性分析[J]. 高速铁路技术, 2023, 14(3): 107-111.
LIU Guanlong, REN Jinlong, SONG Zhang. Analysis of Geological Characteristics of the High Geothermal Temperature of Yiliang Tunnel of Chongqing-Kunming High-speed Railway[J]. High Speed Railway Technology, 2023, 14(3): 107-111.
[4] 唐思聪, 刘金松, 张维, 等. 极端温差地区框架棚洞结构温度效应影响及结构优化研究[J].高速铁路技术, 2023, 14(2): 64-69, 74.
TANG Sicong, LIU Jinsong, ZHANG Wei, et al. A Study on Temperature Effect and Structural Optimization of Frame Shed Tunnel Structure in Extreme Temperature Difference Area[J].High Speed Railway Technology, 2023, 14(2): 64-69, 74.
[5] 郭利民, 段俊哲, 夏才初, 等. 基于混凝土强度的高地热隧道隔热层厚度研究[J]. 铁道标准设计, 2024, 68(4): 161-167.
GUO Limin, DUAN Junzhe, XIA Caichu, et al. Research on the Thermal Insulation Layer Thickness in High Geothermal Tunnels Based on Concrete Strength[J]. Railway Standard Design, 2024, 68(4): 161-167.
[6] 刘喜康. 高岩温对隧道支护结构的影响及隔热层方案研究[J]. 工程建设与设计, 2020(19): 101-103.
LIU Xikang. Study on the Influence of High Rock Temperature on Tunnel Supporting Structure and the Scheme of Thermal Insulation Layer[J]. Construction & Design for Engineering, 2020(19): 101-103.
[7] 王松涛. 高地温隧道施工期热害综合防治关键技术研究[J]. 铁道建筑技术, 2024(3): 137-140.
WANG Songtao. Research on the Key Technology of Comprehensive Prevention and Control of Heat Damage during the Construction of High Ground Temperature Tunnels[J]. Railway Construction Technology, 2024(3): 137-140.
[8] 刘星辰, 黄锋, 周洋, 等. 高温隧道隔热层厚度优化及衬砌热力耦合响应分析[J]. 现代隧道技术, 2022, 59(5): 108-117.
LIU Xingchen, HUANG Feng, ZHOU Yang, et al. Optimization of Insulation Layer Thickness and Analysis of Lining Response under Thermal-mechanical Coupling in High Temperature Tunnels[J]. Modern Tunnelling Technology, 2022, 59(5): 108-117.
[9] 扶凤姣, 胡玄旺, 吴银芳, 等. 高地温热害对隧道及围岩影响的研究进展[J]. 建筑施工, 2022, 44(3): 602-605.
FU Fengjiao, HU Xuanwang, WU Yinfang, et al. Research Progress of Influence of High Geothermal Hazards on Tunnels and Surrounding Rocks[J]. Building Construction, 2022, 44(3): 602-605.
[10] 王志杰, 林铭, 姜逸帆, 等. 高地温隧道考虑二次衬砌水化热的隔热层厚度优化[J]. 隧道建设(中英文), 2021, 41(S1): 1-10.
WANG Zhijie, LIN Ming, JIANG Yifan, et al. Optimization of Insulation Thickness Considering Hydration Heat of Secondary Lining in High Ground Temperature Tunnel[J]. Tunnel Construction, 2021, 41(S1): 1-10.
[11] 蒋爽, 蒋涛, 王树刚, 等. 隧道围岩温度分析解及隔热层对衬砌温度的影响分析: 以大瑞铁路高黎贡山隧道为例[J]. 隧道建设(中英文), 2020, 40(2): 195-201.
JIANG Shuang, JIANG Tao, WANG Shugang, et al. Analytical Solution of Surrounding Rock Temperature and Influence of Thermal Insulation Layer on Lining Temperature: a Case Study on Gaoligongshan Tunnel on Dali-Ruili Railway[J]. Tunnel Construction, 2020, 40(2): 195-201.
[12] 张俊儒, 欧小强. 适用于高岩温隧道中的高性能隔热轻骨料喷射混凝土[J]. 混凝土, 2016(9): 140-144.
ZHANG Junru, OU Xiaoqiang. Research Idea for High-performance Thermal Insulation Lightweight Aggregate Shotcrete in High Geo-temperature Tunnel[J]. Concrete, 2016(9): 140-144.
[13] 邵珠山, 乔汝佳. 考虑隔热层的高岩温隧道温度场和应力场分布规律研究[J]. 应用力学学报, 2017, 34(5): 869-874, 1011.
SHAO Zhushan, QIAO Rujia. Thermo-Elastic Analysis of the Temperature and Stress Fields of Tunnels with Insulation Layer in a High Geothermal Environment[J]. Chinese Journal of Applied Mechanics, 2017, 34(5): 869-874, 1011.
[14] 齐兵, 杨松, 曹振生, 等. 高地温隧道隔热层方案优化设计及应用: 以尼格隧道为例[J]. 科学技术与工程, 2023, 23(9): 4004-4010.
QI Bing, YANG Song, CAO Zhensheng, et al. Optimization Design and Application of High Temperature Tunnel Thermal Insulation Layer Scheme: Taking the Nigel Tunnel as an Example[J]. Science Technology and Engineering, 2023, 23(9): 4004-4010.
[15] 郭平业, 卜墨华, 张鹏, 等. 高地温隧道灾变机制与灾害防控研究进展[J]. 岩石力学与工程学报, 2023, 42(7): 1561-1581.
GUO Pingye, BU Mohua, ZHANG Peng, et al. Review on Catastrophe Mechanism and Disaster Countermeasure of High Geotemperature Tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(7): 1561-1581.
[16] 李力亨. 高岩温铁路隧道隔热效果研究[J]. 甘肃科技纵横, 2016, 45(4): 59-62.
LI Liheng. Study on Thermal Insulation Effect of Railway Tunnel with High Rock Temperature[J]. Scientific & Technical Information of Gansu, 2016, 45(4): 59-62.
[17] GB 50010 - 2010混凝土结构设计规范 [S].
GB 50010 - 2010 Design Code for Concrete Structures [S].

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备注/Memo

备注/Memo:
收稿日期:2024-04-21
作者简介:柯政希(2001-),男,硕士研究生。
基金项目:国家自然科学基金项目(52178378)
更新日期/Last Update: 2026-01-30