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重新构想微生物诱导的混凝土劣化:通过共聚焦激光扫描显微镜与阿维佐生物膜三维建模相结合的新方法。

Reimagining Microbially Induced Concrete Deterioration: A Novel Approach Through Coupled Confocal Laser Scanning Microscope-Avizo Three-Dimensional Modeling of Biofilms.

作者信息

Ma Mingyue, Yu Guangda, Xu Zhen, Hu Jun, Ji Ziyuan, Yang Zihan, Sun Yumeng, Zhen Yeqian, Zhou Jingya

机构信息

Department of Agricultural Resources and Environment, Yanbian University, Yanji 133002, China.

Department of Environmental Science, Yanbian University, Yanji 133002, China.

出版信息

Microorganisms. 2025 Jun 23;13(7):1452. doi: 10.3390/microorganisms13071452.

Abstract

Microbially induced concrete deterioration (MID) poses a significant and urgent challenge to urban sewerage systems globally, particularly in tropical coastal regions. Despite the acknowledged importance of biofilms in MICC, limited research on sewer pipe biofilms has hindered a comprehensive understanding of their deterioration mechanisms. To overcome this limitation, our research employed multiple staining techniques and digital volume correlation (DVC) technology, creating a new method to analyze the microstructure of biofilms, precisely identify the components of EPSs, and quantitatively examine MID mechanisms from a microscopic viewpoint. Our results revealed that the biofilm on concrete surfaces regulates the types of amino acids, thereby creating an environment conducive to microbial aggregate survival. Additionally, salinity significantly influences biofilm component distribution, while proteins play a pivotal role in biofilm mechanical stability. Notably, a high salinity fosters microbial migration within the biofilm, exacerbating deterioration. Through this multidimensional inquiry, our study established an advanced echelon of comprehension concerning the intricate mechanisms underpinning MICC. Meanwhile, by peering into the biofilms and elucidating their interplay with concrete, our findings offer profound insights, which can aid in devising strategies to counter urban sewer system deterioration.

摘要

微生物诱导的混凝土劣化(MID)对全球城市排水系统构成了重大且紧迫的挑战,特别是在热带沿海地区。尽管生物膜在微生物诱导的混凝土腐蚀(MICC)中的重要性已得到认可,但对下水道管道生物膜的研究有限,阻碍了对其劣化机制的全面理解。为克服这一限制,我们的研究采用了多种染色技术和数字体积相关(DVC)技术,创建了一种新方法来分析生物膜的微观结构,精确识别胞外聚合物(EPSs)的成分,并从微观角度定量研究MID机制。我们的结果表明,混凝土表面的生物膜调节氨基酸类型,从而创造有利于微生物聚集体存活的环境。此外,盐度显著影响生物膜成分分布,而蛋白质在生物膜机械稳定性中起关键作用。值得注意的是,高盐度促进生物膜内的微生物迁移,加剧劣化。通过这种多维度探究,我们的研究建立了关于MICC复杂机制的高级理解层次。同时,通过深入研究生物膜并阐明它们与混凝土的相互作用,我们的发现提供了深刻见解,有助于制定应对城市下水道系统劣化的策略。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3427/12301018/9fda234a96c3/microorganisms-13-01452-g001.jpg

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