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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (8): 2737-2747.

• 水泥混凝土 • 上一篇    下一篇

微生物自修复混凝土研究进展

韦双妮1,2, 王英辉1,3, 赖俊翔2, 韦朝帅1, 黄爱国1, 姚胜勋2, 翟晓凡4, 孙丛涛4   

  1. 1.广西大学海洋学院,南宁 530004;
    2.广西科学院海洋腐蚀防护研究院,南宁 530007;
    3.广西产研院绿色低碳技术研究所,南宁 530200;
    4.中国科学院海洋研究所海洋环境腐蚀与生物污损重点实验室,青岛 266071
  • 收稿日期:2023-12-23 修订日期:2024-03-15 出版日期:2024-08-15 发布日期:2024-08-12
  • 通信作者: 孙丛涛,博士,高级工程师。E-mail:suncongtao@qdio.ac.cn
  • 作者简介:韦双妮(1999—),女,硕士研究生。主要从事微生物自修复混凝土的研究。E-mail:2836003191@qq.com
  • 基金资助:
    广西科技计划项目(桂科AA23026007);国家重大科研仪器研制项目(41827805)

Research Developments on Microbial Self-Healing Concrete

WEI Shuangni1,2, WANG Yinghui1,3, LAI Junxiang2, WEI Chaoshuai1, HUANG Aiguo1, YAO Shengxun2, ZHAI Xiaofan4, SUN Congtao4   

  1. 1. School of Marine Sciences, Guangxi University, Nanning 530004, China;
    2. Institute of Marine Corrosion Protection, Guangxi Academy of Sciences, Nanning 530007, China;
    3. Green and Low-Carbon Technology Research Institute, Guangxi Institute of Industrial, Nanning 530200, China;
    4. Key Laboratory of Marine Environment Corrosion and Bio-Fouling, Institute of Oceanology, Chinese Academy of Science, Qingdao 266071, China
  • Received:2023-12-23 Revised:2024-03-15 Online:2024-08-15 Published:2024-08-12

摘要: 微生物诱导碳酸钙沉积(MICP)自修复技术是一种环境友好、长期可行的修复方法,在混凝土裂缝修复领域已引起重点关注。本文在近年研究基础上总结归纳了不同种类微生物诱导矿化碳酸钙的沉积机理,并对比分析了当前所使用的微生物载体材料差异,建议选择微生物载体材料时综合考虑生物相容性、固载能力及修复效果等多因素的影响。其次,总结了微生物自修复混凝土表征方法,从抗压强度恢复率、裂缝表面愈合率、混凝土耐久性及微观分析等多方面综合评定裂缝修复效果。最后,结合微生物自修复混凝土研究进展,给出了未来研究发展的建议。

关键词: 自修复混凝土, 微生物, 裂缝, 矿化机理, 自修复性能

Abstract: Microbial induced calcium carbonate deposition(MICP) self-healing technology is an environmental friendly and long-term feasible repair method, which has attracted much attention in the field of concrete crack repair. Based on the research in recent years, this paper summarizes the deposition mechanism of calcium carbonate induced by different kinds of microbial, and compares and analyzes the differences of microbial carrier materials currently used. It is recommended to consider the effects of biocompatibility, immobilization ability, repair effect and other factors when selecting microbial carrier materials. Secondly, the characterization methods of microbial self-healing concrete are summarized, and the crack repair effect is comprehensively evaluated from the aspects of compressive strength recovery rate, crack surface healing rate, concrete durability and microscopic analysis. Finally, combined with the research progress of microbial self-healing concrete, suggestions for future research and development are given.

Key words: self-healing concrete, microbiology, crack, mineralization mechanism, self-healing performance

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