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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (6): 1960-1969.

所属专题: 水泥混凝土

• 水泥混凝土 • 上一篇    下一篇

细菌ECC的自愈合及力学性能研究

孙溪晨1,2, 陈柄丞3, 汪洋2, 冯君1   

  1. 1.南京理工大学瞬态物理国家重点实验室,南京 210094;
    2.南京理工大学环境与生物工程学院,南京 210094;
    3.浙江大学结构工程研究所,杭州 310058
  • 收稿日期:2023-03-23 修订日期:2023-03-23 出版日期:2023-06-15 发布日期:2023-06-25
  • 通信作者: 冯 君,博士,副研究员。E-mail:jun.feng@njust.edu.cn
  • 作者简介:孙溪晨(2000—),女,硕士研究生。主要从事仿生材料力学的研究。E-mail:sunxichen0046@163.com
  • 基金资助:
    国家自然科学基金(11902161);江苏省科技副总项目(FZ20211642)

Self-Healing and Mechanical Properties of Bacterial ECC

SUN Xichen1,2, CHEN Bingcheng3, WANG Yang2, FENG Jun1   

  1. 1. National Key Laboratory of Transient Physics, Nanjing University of Science & Technology, Nanjing 210094, China;
    2. School of Environmental and Biological Engineering, Nanjing University of Science & Technology, Nanjing 210094, China;
    3. Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China
  • Received:2023-03-23 Revised:2023-03-23 Online:2023-06-15 Published:2023-06-25

摘要: 微生物诱导碳酸钙沉淀(MICP)技术已被广泛应用于水泥基材料改性中,以实现其微裂纹自愈合。工程水泥基复合材料(ECC)具有受拉细密多裂缝特性,可以掺入巴氏芽孢杆菌微生物来获得基于MICP技术原理的自愈合ECC。结合单轴压缩、单轴拉伸和SEM、XRD测试,对细菌ECC的力学性能及其自愈合性能开展试验研究。结果表明:MICP技术使细菌ECC具有良好的自主愈合能力,并能在一定程度上恢复细菌的ECC力学性能;自修复养护28 d后,细菌ECC抗压强度恢复了9.44%,极限抗拉强度恢复了15.4%,拉伸应变提高了21.3%,裂缝填充物为球霰石形貌的碳酸钙,本研究旨在获得一种基于MICP技术原理下具有强自愈合能力的新型细菌ECC。

关键词: 工程水泥基复合材料, 生物矿化, 自愈合, 力学性能, MICP技术, 巴氏芽孢杆菌

Abstract: Microbial induced calcium carbonate precipitation (MICP) technology has been widely used in the modification of cement-based materials to achieve self-healing of microcracks.Engineered cementitious composite (ECC) has the characteristic of fine and dense cracks under tension, and Bacillus pasteurii microorganisms were added to obtain self-healing ECC based on MICP technology mechanism. The mechanical properties and self-healing properties of bacterial ECC were studied by uniaxial compressive, uniaxial tension, SEM and XRD tests. The results show that MICP technology makes that bacterial ECC has a good self-healing ability and restores mechanical property in some degree. After 28 d incubation and bioremediation, compressive strength of bacterial ECC recovers by 9.44%, ultimate tensile strength recovers by 15.4%, and tensile strain increases by 21.3%. The crack filler is calcium carbonate with vaterite morphology. This study aims to obtain a new type of bacterial ECC with strong self-healing ability based on the MICP technology mechanism.

Key words: engineered cementitious composite, biomineralization, self-healing, mechanical property, MICP technology, Bacillus pasteurii

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