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硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (2): 479-487.

• 混凝土 • 上一篇    下一篇

基于混菌矿化增强粗骨料的再生混凝土裂缝自修复性能

范月东, 王玉珍, 许顺顺, 孟庆玲, 张家广   

  1. 太原理工大学土木工程学院,太原 030024
  • 收稿日期:2021-10-22 修回日期:2021-12-22 出版日期:2022-02-15 发布日期:2022-03-01
  • 通讯作者: 张家广,博士,副教授。E-mail:zhangjiaguang@tyut.edu.cn
  • 作者简介:范月东(1997—),男,硕士研究生。主要从事混凝土材料方面的研究。E-mail:2509194463@qq.com
  • 基金资助:
    山西省应用基础研究计划面上青年项目(201901D211087);山西省高等学校科技成果转化培育项目(2020CG023);山西省高等学校科技创新项目(2019L0324)

Self-Healing Performance of Cracks in Recycled Concrete Based on Coarse Aggregates Enhanced by MICP of Mixed Cultures of Bacteria

FAN Yuedong, WANG Yuzhen, XU Shunshun, MENG Qingling, ZHANG Jiaguang   

  1. College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China
  • Received:2021-10-22 Revised:2021-12-22 Online:2022-02-15 Published:2022-03-01

摘要: 微生物矿化(MICP)能够有效实现混凝土的裂缝自修复,但水泥水化和高碱环境会对微生物生存产生不利影响,因此需要选择一种合适载体。再生粗骨料可作为微生物的良好载体以制备裂缝自修复混凝土,同时MICP可以有效地修复再生粗骨料缺陷并增强其物理力学性能。本文提出一种基于混菌矿化增强粗骨料的裂缝自修复再生混凝土制备方法,确保其既有足够的力学性能又具备良好的裂缝自修复性能。首先筛选一种矿化效率较高的好氧嗜碱混菌,然后采用混菌矿化增强后的再生骨料制备再生混凝土,并考察其裂缝自修复能力。试验结果表明:混菌矿化能够显著增强再生骨料物理力学性能,经混菌矿化增强5 d后的再生骨料可以有效地固载混菌;基于混菌矿化的再生混凝土呈现出比纯菌更优异的裂缝自修复能力;采用再生骨料为混菌载体的混凝土裂缝自修复能力优于以陶粒固载混菌的混凝土,其最大完全修复裂缝宽度达0.47 mm。该成果可为建筑垃圾资源化利用和再生混凝土耐久性能研究提供参考。

关键词: 再生粗骨料, 再生混凝土, 微生物矿化, 混菌, 裂缝自修复, 骨料增强

Abstract: Microbially induced carbonate precipitation (MICP) can effectively heal the cracks of concrete. However, suitable carriers should be adopted to reduce the adverse effect of cement hydration and high alkalinity. Recycled coarse aggregates (RCAs) are favorable bacteria carrier to prepare self-healing concrete. Meanwhile, MICP can effectively enhance the physical and mechanical properties of RCAs. A self-healing recycled concrete, based on RCAs enhanced by MICP of mixed cultures of bacteria, was proposed to ensure its sufficient mechanical properties and excellent self-healing capacity. A kind of alkaliphilic and aerobic mixed cultures of bacteria with high MICP capacity was firstly enriched and selected. Then, the self-healing recycled concrete was prepared using the RCAs enhanced by MICP of mixed cultures of bacteria. The self-healing capacity of concrete was subsequently investigated. It shows that MICP of mixed cultures of bacteria can effectively enhance the physical and mechanical properties of RCAs. The RCAs enhanced by MICP of mixed cultures of bacteria for 5 d can effectively immobilize the mixed cultures of bacteria. The concrete specimens with mixed cultures of bacteria exhibit much better self-healing capacity compared with specimen with pure culture. The concrete specimens using RCAs as bacterial carrier exhibit better self-healing capacity compared with specimen using ceramsite. The value of completely healed cracked width is up to 0.47 mm. The results of the present study are expected to provide a reference for resource utilization of construction waste and durability of recycled concrete.

Key words: recycled coarse aggregate, recycled concrete, microbially induced carbonate precipitation, mixed cultures of bacteria, self-healing of crack, aggregate enhancement

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