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材料导报  2024, Vol. 38 Issue (19): 23020048-12    https://doi.org/10.11896/cldb.23020048
  无机非金属及其复合材料 |
高地热环境对铁路隧道混凝土性能的影响机理及评价指标
董昊良1,2, 李化建1,3,*, 温家馨1,2, 杨志强1,3, 王振1,3, 黄法礼1,3, 易忠来1,3
1 中国铁道科学研究院集团有限公司铁道建筑研究所,北京 100081
2 中国铁道科学研究院研究生部,北京 100081
3 高速铁路轨道系统全国重点实验室,北京 100081
Influence Mechanism and Evaluation Index of High Geothermal Environment on Performance of Railway Tunnel Concrete
DONG Haoliang1,2, LI Huajian1,3,*, WEN Jiaxin1,2, YANG Zhiqiang1,3, WANG Zhen1,3, HUANG Fali1,3, YI Zhonglai1,3
1 Railway Engineering Research Institute, China Academy of Railway Science Corporation Limited, Beijing 100081, China
2 Graduate School, China Academy of Railway Sciences, Beijing 100081, China
3 National Key Laboratory of High-speed Railway Track System, Beijing 100081, China
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摘要 针对高地热隧道内铁路工程混凝土的性能劣化问题,本文系统总结了高地热环境对铁路工程隧道喷射混凝土、隧道衬砌混凝土和无砟轨道混凝土的影响,对比了不同结构类型隧道混凝土的劣化特征,提出高地热、列车荷载或侵蚀性盐类耦合作用下的铁路隧道混凝土劣化是未来高地热铁路隧道需要关注的重点。从孔结构、微观特征和物相组成等角度得出,高地热环境下铁路隧道混凝土性能劣化的原因是高温下混凝土浆体结构疏松以及水化产物分布不均匀。建议以混凝土导热系数、强度损失比作为高地热环境铁路隧道混凝土性能的评价指标,指出具有较低导热系数的相变材料混凝土和地质聚合物混凝土是未来解决高地热环境下铁路隧道混凝土性能劣化问题的有效途径,可为高地热环境下铁路隧道混凝土的施工和安全服役提供参考。
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董昊良
李化建
温家馨
杨志强
王振
黄法礼
易忠来
关键词:  高地热  喷射混凝土  衬砌混凝土  无砟轨道混凝土  影响机理  评价指标    
Abstract: To address the problem of deterioration of railway tunnel concrete under high geothermal environment, this paper systematically lists the effects of high geothermal environment on railway tunnel shotcrete, tunnel lining concrete and ballastless track concrete, and then compares features of deterioration of tunnel concrete. Furthermore, it is proposed that the accelerated deterioration of railway tunnel concrete under the coupling effect of high geothermal and train load or high geothermal and corrosive salts is a problem that should be paid more attention to in the future. From the perspective of pore structure, microscopic characteristics and phase composition, it is concluded that the deterioration of concrete performance in railway tunnel under high geothermal environment is caused by loose concrete slurry structure and uneven distribution of hydration products. Therefore, the paper proposes the thermal conductivity and strength loss rate as evaluation indexes for the performance of railway tunnel concrete, with a view to providing reference for the construction and safe operation of railway tunnel concrete under high geothermal environment.
Key words:  high geothermal temperature    shotcrete    lining concrete    ballastless track concrete    influence mechanism    evaluation index
出版日期:  2024-10-10      发布日期:  2024-10-23
ZTFLH:  TU528  
基金资助: 铁科院院基金(2021WR002);国家自然科学基金(U1934206;52108260)
通讯作者:  *李化建,通信作者,中国铁道科学研究院研究员、博士研究生导师,长期从事固体废弃物建材资源化、高速铁路新型混凝土及其结构耐久性方面的应用基础研究。主持国家自然科学基金、国家重点研发计划、省部级科研课题30余项,编制标准16部,研究成果获国家科技进步二等奖1项,技术发明二等奖1项,中国专利优秀奖2项,省部级科技进步特等奖3项、一等奖7项。chinasailor@163.com   
作者简介:  董昊良,2021年7月于北京科技大学获得工学学士学位。现为中国铁道科学研究院硕士研究生,在李化建研究员的指导下进行研究。主要从事高铁高性能混凝土及其结构耐久性领域的研究。
引用本文:    
董昊良, 李化建, 温家馨, 杨志强, 王振, 黄法礼, 易忠来. 高地热环境对铁路隧道混凝土性能的影响机理及评价指标[J]. 材料导报, 2024, 38(19): 23020048-12.
DONG Haoliang, LI Huajian, WEN Jiaxin, YANG Zhiqiang, WANG Zhen, HUANG Fali, YI Zhonglai. Influence Mechanism and Evaluation Index of High Geothermal Environment on Performance of Railway Tunnel Concrete. Materials Reports, 2024, 38(19): 23020048-12.
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http://www.mater-rep.com/CN/10.11896/cldb.23020048  或          http://www.mater-rep.com/CN/Y2024/V38/I19/23020048
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