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应变筛选和颗粒形成:一种耐硼溶杆菌用于自修复混凝土。

Strain Screening and Particle Formation: a Lysinibacillus boronitolerans for Self-Healing Concrete.

机构信息

The National and Local Joint Engineering Research Center for Biomanufacturing of Chiral Chemicals, Zhejiang University of Technologygrid.469325.f, Hangzhou, People's Republic of China.

Key Laboratory of Bioorganic Synthesis of Zhejiang Province, College of Biotechnology and Bioengineering, Zhejiang University of Technologygrid.469325.f, Hangzhou, People's Republic of China.

出版信息

Appl Environ Microbiol. 2022 Sep 22;88(18):e0080422. doi: 10.1128/aem.00804-22. Epub 2022 Aug 29.

Abstract

Microbial-induced calcite precipitation is a promising technology to solve the problem of cracks in soil concrete. The most intensively investigated microorganisms are urease-producing bacteria. Lysinibacillus that is used as urease-producing bacteria in concrete repair has rarely been reported. In this study, Lysinibacillus boronitolerans with a high urease activity was isolated from soil samples. This strain is salt- and alkali-tolerance, and at pH 13, can grow to ~OD 2.0 after 24 h. At a salt concentration of 6%, the strain can still grow to ~OD 1.0 after 24 h. The feasibility of using this strain in self-healing concrete was explored. The data showed that cracks within ~0.6 mm could be repaired naturally with hydration when spores and substrates were added to the concrete in an appropriate proportion. Moreover, the number and morphology of CaCO crystals that were produced by bacteria can be influenced by the concrete environment. An efficiency method to elucidate the process of microbial-induced calcium carbonate crystal formation was established with Particle Track G400. This study provides a template for future studies on the theory of mineralization based on microorganisms. The formation of calcium carbonate crystals in concrete by urease-producing bacteria is not understood fully. In this study, a Lysinibacillus boronitolerans strain with a high urease activity was isolated and used to analyze the counts and sizes of the crystals and the relationship with time. The data showed that the number of crystal particles increases exponentially in a short period with sufficient substrate, after which the crystals grow, precipitate or break. In concrete, the rate-limiting steps of calcium carbonate crystal accumulation are spore germination and urease production. These results provided data support for the rational design of urease-producing bacteria in concrete repair.

摘要

微生物诱导碳酸钙沉淀是解决土壤混凝土裂缝问题的一种很有前途的技术。研究最多的微生物是产脲酶细菌。在混凝土修复中用作产脲酶细菌的地衣芽孢杆菌很少有报道。本研究从土壤样品中分离到一株具有高脲酶活性的溶壁微球菌。该菌株耐盐碱性,在 pH 值为 13 时,24 h 后可生长至约 OD2.0。在 6%盐浓度下,该菌株仍能在 24 h 后生长至约 OD1.0。探讨了该菌株在自修复混凝土中的应用可行性。结果表明,当在混凝土中以适当的比例添加孢子和基质时,裂缝宽度在~0.6mm 内可以通过水化自然修复。此外,细菌产生的碳酸钙晶体的数量和形态可以受到混凝土环境的影响。采用 Particle Track G400 建立了一种阐明微生物诱导碳酸钙晶体形成过程的有效方法。该研究为今后基于微生物的矿化理论研究提供了模板。

产脲酶细菌在混凝土中碳酸钙晶体的形成机制尚未完全阐明。本研究分离到一株具有高脲酶活性的溶壁微球菌菌株,用于分析晶体的数量和大小以及与时间的关系。结果表明,在充足基质的短时间内,晶体颗粒的数量呈指数增长,之后晶体生长、沉淀或破裂。在混凝土中,碳酸钙晶体积累的限速步骤是孢子萌发和脲酶的产生。这些结果为合理设计混凝土修复中的产脲酶细菌提供了数据支持。

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