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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (3): 842-851.

• 水泥混凝土 • 上一篇    下一篇

水浸-室内环境下开裂微生物砂浆的长期修复能力试验研究

王立成, 邹凯   

  1. 大连理工大学海岸和近海工程国家重点实验室,大连 116024
  • 收稿日期:2024-09-30 修订日期:2024-11-25 出版日期:2025-03-15 发布日期:2025-04-01
  • 作者简介:王立成(1975—),男,博士,教授。主要从事新型混凝土材料的研究。E-mail:wanglich@dlut.edu.cn
  • 基金资助:
    辽宁省自然科学基金(2020-MS-100);辽宁省“兴辽英才计划”项目(XLYC2211006)

Long-Term Self-Healing Capability of Cracked Microbial Mortar under Water Immersion-Ambient Exposure Conditions

WANG Licheng, ZOU Kai   

  1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
  • Received:2024-09-30 Revised:2024-11-25 Published:2025-03-15 Online:2025-04-01

摘要: 要通过微生物诱导碳酸钙沉淀(MICP)实现修复混凝土裂缝的目标,应保证掺入混凝土的微生物具备长期修复能力。采用裂缝测量、X射线衍射(XRD)、能量色散X射线光谱(EDS)和扫描电子显微镜(SEM)等方法,研究了掺有假坚强芽孢杆菌的微生物砂浆试件在水浸-室内环境条件下的长期修复能力。试验结果显示,经150 d水浸后,初始裂缝宽度小于200 μm的试件在经过12 d修复后,裂缝面积修复率超过80%,最大裂缝修复宽度达到507.8 μm。在1 500 d龄期试件表面观察到更致密的白色沉淀,但进一步减小裂缝宽度的效果有限。1 500 d龄期试件的锯切面上观察到了白色沉淀,证明假坚强芽孢杆菌在砂浆中具备长期修复能力。通过XRD、EDS和SEM分析发现,微生物诱导生成的方解石是裂缝内的主要自修复产物。

关键词: 微生物诱导碳酸钙沉淀, 水泥基材料, 自修复, 裂缝, 假坚强芽孢杆菌, 微观形貌

Abstract: To ensure the long-term self-healing capability of microorganisms is crucial for repairing cracked concrete structures through microbially induced calcium carbonate precipitation (MICP) technology. The long-term microbial self-healing capabilities of cracked mortar mixed with Bacillus Pseudofirmus, exposed to water immersion-ambient exposure conditions, were studied by means of comprehensive utilization of crack geometric measurement, as well as XRD, EDS, and SEM analyses. The experimental results reveal that after a 150 d water immersion period, the crack area repair ratio of the samples with initial width below 200 μm is over 80%. The maximum healed crack with a width of 507.8 μm is observed. Furthermore, denser white precipitates are noted on the surface of those 1 500 d samples, but with a limited efficiency in further reducing crack width. However, the white precipitate observed on the newly saw-cut section of a 1 500 d sample provides evidence that Bacillus Pseudofirmus within the mortar has long-term self-healing capability. The results of XRD, EDS, and SEM analyses confirm that the predominant self-healing product within the cracks is microbially induced calcite.

Key words: microbially induced calcium carbonate precipitation, cementitious material, self-healing, crack, Bacillus Pseudofirmus, micromorphology

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