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隧道与地下工程灾害防治  2026, Vol. 8 Issue (2): 87-101    DOI: 10.19952/j.cnki.2096-5052.2026.02.08
  研究论文 本期目录 | 过刊浏览 | 高级检索 |
基于红外热成像技术探查混凝土渗漏水裂隙试验研究
张宪朕,张淑坤,吴星辉,姜鹏*
枣庄学院城市与建筑工程学院, 山东 枣庄 277100
Experimental study on detecting water-leaking fractures in concrete based on infrared thermal imaging technology
ZHANG Xianzhen, ZHANG Shukun, WU Xinghui, JIANG Peng*
School of Urban and Architectural Engineering, Zaozhuang University, Zaozhuang 277100, Shandong, China
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摘要 混凝土裂隙渗流是诱发隧道衬砌病害的关键诱因,其演化过程伴随着复杂的能量转化与热交换,但传统手段难以捕捉其微观热力学行为。为此,本研究以裂隙渗流机理为核心研究对象,采用红外热成像技术作为温度场诊断工具,辅以高速摄像,开展不同工况下的室内渗流试验。研究重点揭示了等温注水条件下裂隙区域的温度演化规律及其内在能量机制。结果表明,首次注水时,裂隙温度呈“先升后降再趋稳”三阶段变化,这是由水化反应热与蒸发吸热之间的竞争消长所主导;随注水次数增加,水化反应热耗散,温度响应转变为“直接降温后稳定”两阶段,证实蒸发吸热成为渗流过程的主导能耗机制。此外,裂隙宽度显著影响热响应速率与范围,且红外热像图中裂隙视尺寸大于实际尺寸,体现了热扩散效应对裂隙几何信息的放大作用。本研究厘清了渗流过程中的能量耦合机制,为基于热信号的渗漏诊断提供了理论依据。
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张宪朕
张淑坤
吴星辉
姜鹏
关键词:  混凝土裂隙渗流  热力学机制  能量耦合  红外热成像  水化反应热  蒸发吸热  热扩散效应    
Abstract: Seepage through concrete cracks was identified as a critical factor inducing tunnel lining defects. Its evolutionary process was accompanied by complex energy conversion and heat exchange. However, the microscopic thermodynamic behavior could hardly be captured by traditional methods. Therefore, the crack seepage mechanism was taken as the core research object. Infrared thermography was employed as a diagnostic tool for temperature fields, supplemented by a high-speed camera, and laboratory seepage tests under various working conditions were conducted. Specifically, the temperature evolution law and the intrinsic energy mechanisms in the crack area under isothermal water injection were revealed. During the first water injection, a three-stage temperature change(an initial rise, a subsequent decline, and a final stabilization)was observed in the crack, which was governed by the competitive trade-off between hydration reaction heat and evaporative heat absorption. With increasing water injections, the hydration heat was dissipated, and the temperature response transformed into a two-stage pattern of direct cooling followed by stabilization. It was thus confirmed that evaporative cooling became the dominant energy consumption mechanism during the seepage process. In addition, the thermal response rate and spatial extent were significantly affected by the crack width, and the apparent crack size in the infrared thermograms was found to be larger than the actual size, attributed to the amplification of crack geometric information by thermal diffusion effects. The energy coupling mechanism in the seepage process was clarified, and a theoretical basis was established for leakage diagnosis based on thermal signals.
Key words:  seepage through concrete cracks    thermodynamic mechanism    energy coupling    infrared thermography    hydration reaction heat    evaporative heat absorption    thermal diffusion effectReceived: 2026-04-13    Revised: 2026-05-23    Accepted: 2026-06-02    Published: 2026-06-20
发布日期:  2026-07-07     
中图分类号:  TU18  
  TU196  
基金资助: 国家自然科学基金面上资助项目(52574168);国家自然科学基金资助项目(52578493)
作者简介:  张宪朕(2002— ),男,山东聊城人,硕士研究生,主要研究方向为土木材料. E-mail:15315745299@163.com. *通信作者简介:姜鹏(1985— ),男,山东枣庄人,副教授,硕士生导师,博士,主要研究方向为地下工程灾害治理. E-mail:jiangpengcool@qq.com
引用本文:    
张宪朕,张淑坤,吴星辉,姜鹏. 基于红外热成像技术探查混凝土渗漏水裂隙试验研究[J]. 隧道与地下工程灾害防治, 2026, 8(2): 87-101.
ZHANG Xianzhen, ZHANG Shukun, WU Xinghui, JIANG Peng. Experimental study on detecting water-leaking fractures in concrete based on infrared thermal imaging technology. Hazard Control in Tunnelling and Underground Engineering, 2026, 8(2): 87-101.
链接本文:  
http://tunnel.sdujournals.com/CN/Y2026/V8/I2/87
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[1] 张宪朕, 张淑坤, 吴星辉, 姜鹏. 基于红外热成像技术探查混凝土渗漏水裂隙试验研究[J]. 隧道与地下工程灾害防治, 0, (): 1-16.
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