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巴氏芽孢杆菌介导的界面裂纹自愈:从中培养基优化到孢子封装

Interfacial crack self-healing by Sporosarcina pasteurii: From medium optimization to spore encapsulation.

作者信息

Hou Chenxi, Wang Chu, Zheng Ling, Peng Jie, Yuan Tao, Huang Hui, Lu Xiaolin

机构信息

State Key Laboratory of Digital Medical Engineering, School of Biological Science and Medical Engineering, Southeast University, Nanjing 210096, China.

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.

出版信息

Biointerphases. 2024 Nov 1;19(6). doi: 10.1116/6.0004099.

Abstract

Self-healing cement takes advantage of microbial induced carbonate precipitation (MICP), a meritorious biological process, to achieve automatic healing of cement cracks. In this study, two beneficial factors, optimization of the bacteria culture medium and encapsulation of bacterial spores, were used to improve the MICP efficiency of Sporosarcina pasteurii in self-healing cement. On the one hand, in medium optimization, we compared the growth of Sporosarcina pasteurii fed with two generally used nitrogen sources, e.g., urea and ammonium chloride, and found that ammonium chloride can promote biomineralization more efficiently than urea. It was also confirmed that nickel (0.1 mg/l) and manganese ions (10 mg/l) benefit the MICP process through enhancement of urease activity and promotion of spore production. On the other hand, spores encapsulated in sodium alginate-gelatin gel beads prepared by using a flow nozzle device can have excellent swelling performance triggered by water. As an application demonstration, self-healing of cement cracks with consideration of the above beneficial factors was successfully verified without substantial influence on the cement compressive strength.

摘要

自愈合水泥利用微生物诱导碳酸钙沉淀(MICP)这一有益的生物过程来实现水泥裂缝的自动愈合。在本研究中,通过优化细菌培养基和封装细菌芽孢这两个有利因素,提高了巴氏芽孢八叠球菌在自愈合水泥中的MICP效率。一方面,在培养基优化方面,我们比较了以两种常用氮源(即尿素和氯化铵)为养分的巴氏芽孢八叠球菌的生长情况,发现氯化铵比尿素能更有效地促进生物矿化。研究还证实,镍(0.1毫克/升)和锰离子(10毫克/升)通过增强脲酶活性和促进芽孢产生,对MICP过程有益。另一方面,通过流动喷嘴装置制备的包裹在海藻酸钠 - 明胶凝胶珠中的芽孢,遇水后可具有出色的溶胀性能。作为应用示范,在考虑上述有利因素的情况下,成功验证了水泥裂缝的自愈合,且对水泥抗压强度没有实质性影响。

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