MICP在建筑领域中的应用进展

doi:10.11896/cldb.20100019

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Abstract The rapid advancement of urbanization has driven the vigorous development of China’s construction industry, and green buildings and sus?tainable development have become a hotspot. Based on the cementitious properties of biological calcium carbonate, sand particles can be cemented and reinforced by using microbially induced calcite precipitation (MICP). Compared with the direct mixing method, sand soil treated by spraying can show higher hardness, compressive strength and lower resistance to wind erosion. At the same time, the grouting under a low flow pressure or with circulation can effectively reduce the permeability coefficient and water absorption of the cured sand column, and improve its unconfined compressive strength and dry density. On the other hand, based on the characteristics of low viscosity and small particle size of bacteria liquid and cementing liquid, MICP technology can repair concrete microcracks and strengthen recycled aggregate, and the repaired concrete and reinforced recycled aggregate show better physical and mechanical properties.
MICP is a process that CO₃^2- combines with Ca²⁺ in the surrounding environment to form calcium carbonate, and CO32- is produced by micro?bial metabolism. The formation of calcium carbonate is affected by bacteria, temperature, pH value and calcium source, etc. Bacteria is the key to the formation of calcium carbonate precipitation; Temperature and pH value will decrease enzyme activity when deviating from the optimum value, and even the enzyme may be inactivated and denatured; Comparing with CaCl₂ and Ca(NO₃)₂, Ca(CH₃COO)₂ can avoid the agglomera?tion of Ca²⁺ and show higher mineralization rate in the process of MICP. In this paper, the applicability of bacteria and the influence of bacteria, temperature, pH value and other factors on the mechanism of MICP are discussed. Secondly, the application status of MICP technology in the construction field, such as reinforcing sand, repairing concrete microcracks and strengthening recycled aggregate are reviewed. Finally, the exis?ting problems in engineering application of MICP technology are pointed out, and the future research direction of MICP technology is also prospected.

Key words： microbially induced calcite precipitation biocement, sand reinforcing microcrack repairing recycled aggregate strengthening

Published: 25 June 2021

CLC number:

TU528

Fund:This work was financially supported by the National Natural Science Foundation of China (52078002, 51778003), Anhui Higher Education Institutions (KJ2020A0476), Key Research and Development Projects of Anhui Province (202004b11020033).

About author:: Daosheng Sun received his B.E. Degree in Building materials and products from Chongqing University in 1986 and received his Ph.D. Degree in materials from the Nanjing Tech University in 2004. He was granted professor in 2005. He is the tutor of Anhui Jianzhu University and Hefei Institute of Physical Science, Chinese Academy of Sciences. He is the member of Anhui Silicate Society, Anhui Cement Standardization Technical Committee and Anhui Cement Association. His research interests include high performance concrete, comprehensive utilization of solid waste, and advanced building materials.Kaiwei Liu got his B.E. degree in materials chemistry in Nanjing Tech University in 2009 and got Ph.D. Degree in materials in Nanjing Tech University in 2014. He has hosted and participated in more than 10 Provincial or ministerial level research projects including National Natural Science Foundation of China, Natural Science Foundation of Higher Education of Anhui Pro-vince (Key Program), Open Project of State Key Laboratory of High Performance Civil Engineering Materials, Open Project of State Key Laboratory of Materials and Chemical Engineering. He also participated in the preparation of “Cement and Concrete Materials in Marine Engineering” and won the second prize of China Power Construction Science and Technology Award.

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Cite this article:

SUN Daosheng,XU Wanyu,LIU Kaiwei, et al. Research Progress of the Application of MICP in Architecture[J]. Materials Reports, 2021, 35(11): 11083-11090.

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http://www.mater-rep.com/EN/10.11896/cldb.20100019 OR http://www.mater-rep.com/EN/Y2021/V35/I11/11083

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