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高铁酸钾和秸秆纤维增强水泥基固化城市污泥强度的作用机制研究。

Mechanistic study of the effect of potassium ferrate and straw fiber on the enhancement of strength in cement-based solidified municipal sludge.

机构信息

Jiangxi Key Laboratory of Industrial Ecological Simulation and Environmental Health in Yangtze River Basin, Jiujiang University, Jiujiang, 332005, Jiangxi, China.

College of Resources & Environment, Jiujiang University, Jiujiang, 332005, Jiangxi, China.

出版信息

Sci Rep. 2023 May 11;13(1):7660. doi: 10.1038/s41598-023-34869-3.

Abstract

The high content of organic matter in sludge is the primary reason for the poor solidifying effect and excessive dosage of the cement base. In this study, potassium ferrate and straw fiber are utilized to synergistically enhance the solidifying effect of the cement and elaborate the strength mechanisms. Among them, potassium ferrate was selected to oxidize and crack the structure of organic matter in sludge and consume part of organic matter; straw fiber was used as an adsorption material to absorb some of the organic material and reduce its interference with the cement hydration reaction; the skeleton function of straw fiber in solidified sludge was used to improve the final solidified sludge strength. It is shown that the presence of these two additives significantly improved the cement solidification strength and reduced the moisture content of the solidified body. Moreover, the moisture content and strength followed an obvious linear relationship (adjusted R = 0.92), with the strength increasing as the moisture content decreased. After pretreatment with potassium ferrate, the free water content in the dewatered sludge increased by 4.5%, which was conducive to the adequate hydration reaction with cement. The analysis using X-ray diffraction (XRD), scanning electron microscopy with energy dispersive X-ray spectroscopy (SEM/EDS), and mercury intrusion porosimetry (MIP) revealed potassium ferrate synergizes with straw fibers to promote the production of hemihydrate gypsum and gismondine. However, hemihydrate gypsum, calcium carbonate, and gismondine resulted in structural swelling, which was confirmed by the microscopic morphology and pore structure analysis. However, the adverse effects due to swelling were offset by the increase in strength brought by the above crystalline substances.

摘要

污泥中有机质含量高是导致水泥基固化效果差、用量过大的主要原因。本研究利用高铁酸钾和秸秆纤维协同增强水泥的固化效果,并详细阐述了其强度机制。其中,高铁酸钾用于氧化和裂解污泥中有机质的结构,消耗部分有机质;秸秆纤维作为吸附材料,吸附部分有机质,减少其对水泥水化反应的干扰;秸秆纤维在固化污泥中的骨架功能提高了最终固化污泥的强度。结果表明,这两种添加剂的存在显著提高了水泥的固化强度,降低了固化体的含水率。此外,含水率和强度之间存在明显的线性关系(调整后的 R=0.92),随着含水率的降低,强度增加。经高铁酸钾预处理后,脱水污泥中的自由水含量增加了 4.5%,有利于与水泥充分进行水化反应。X 射线衍射(XRD)、能谱扫描电镜(SEM/EDS)和压汞孔隙率(MIP)分析表明,高铁酸钾与秸秆纤维协同作用,促进了半水石膏和钙矾石的生成。然而,半水石膏、碳酸钙和钙矾石会导致结构膨胀,这从微观形貌和孔结构分析中得到了证实。然而,膨胀带来的不利影响被上述结晶物质带来的强度增加所抵消。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9302/10175490/2ad2c8b86f95/41598_2023_34869_Fig5_HTML.jpg

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