Self-Healing Concrete by Biological Substrate

被引:51
|
作者
Chen, How-Ji [1 ]
Peng, Ching-Fang [1 ]
Tang, Chao-Wei [2 ,3 ,4 ]
Chen, Yi-Tien [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Civil Engn, 250 Kuo Kuang Rd, Taichung 402, Taiwan
[2] Cheng Shiu Univ, Dept Civil Engn & Geomat, 840 Chengching Rd, Kaohsiung 83347, Taiwan
[3] Cheng Shiu Univ, Ctr Environm Toxin & Emerging Contaminant Res, 840 Chengching Rd, Kaohsiung 83347, Taiwan
[4] Cheng Shiu Univ, Super Micro Mass Res & Technol Ctr, 840 Chengching Rd, Kaohsiung 83347, Taiwan
关键词
Bacillus pasteurii bacteria; self-healing concrete; crack repair; CARBONATE PRECIPITATION; BACTERIAL-SPORES; PROTECTION; HEAT;
D O I
10.3390/ma12244099
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
At present, the commonly used repair materials for concrete cracks mainly include epoxy systems and acrylic resins, which are all environmentally unfriendly materials, and the difference in drying shrinkage and thermal expansion often causes delamination or cracking between the original concrete matrix and the repair material. This study aimed to explore the feasibility of using microbial techniques to repair concrete cracks. The bacteria used were environmentally friendly Bacillus pasteurii. In particular, the use of lightweight aggregates as bacterial carriers in concrete can increase the chance of bacterial survival. Once the external environment meets the growth conditions of the bacteria, the vitality of the strain can be restored. Such a system can greatly improve the feasibility and success rate of bacterial mineralization in concrete. The test project included the microscopic testing of concrete crack repair, mainly to understand the crack repair effect of lightweight aggregate concrete with implanted bacterial strains, and an XRD test to confirm that the repair material was produced by the bacteria. The results show that the implanted bacterial strains can undergo Microbiologically Induced Calcium Carbonate Precipitation (MICP) and can effectively fill the cracks caused by external concrete forces by calcium carbonate deposition. According to the results on the crack profile and crack thickness, the calcium carbonate precipitate produced by the action of Bacillus pasteurii is formed by the interface between the aggregate and the cement paste, and it spreads over the entire fracture surface and then accumulates to a certain thickness to form a crack repairing effect. The analysis results of the XRD test also clearly confirm that the white crystal formed in the concrete crack is calcium carbonate. From the above test results, it is indeed feasible to use Bacillus pasteurii in the self-healing of concrete cracks.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Biological Archetypes for Self-Healing Materials
    Harrington, Matthew J.
    Speck, Olga
    Speck, Thomas
    Wagner, Sarah
    Weinkamer, Richard
    SELF-HEALING MATERIALS, 2016, 273 : 307 - 344
  • [22] BIOLOGICAL FILAMENTS Self-healing microtubules
    Mulder, Bela M.
    Janson, Marcel E.
    NATURE MATERIALS, 2015, 14 (11) : 1080 - 1081
  • [23] Development of self-healing property in self compacting concrete
    Bashaveni, Bhaskar
    Pannem, Rama Mohan Rao
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [25] Factors and mechanisms affecting the workability and self-healing performance of microbial self-healing concrete: A review
    Zhang, Qinsheng
    Zhang, Ruochen
    STRUCTURES, 2025, 74
  • [27] Bioconcrete: next generation of self-healing concrete
    Mostafa Seifan
    Ali Khajeh Samani
    Aydin Berenjian
    Applied Microbiology and Biotechnology, 2016, 100 : 2591 - 2602
  • [28] Robust Self-Healing Concrete for Sustainable Infrastructure
    Li, Victor C.
    Herbert, Emily
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2012, 10 (06) : 207 - 218
  • [29] Self-healing concrete-What Is it Good For?
    Roig-Flores, M.
    Formagini, S.
    Serna, P.
    MATERIALES DE CONSTRUCCION, 2021, 71 (341)
  • [30] Crack Self-healing Properties of Concrete with Adhesive
    Cao Qingyu
    Hao Tingyu
    Su Bo
    ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 1880 - 1884