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再生混凝土氯离子渗透增强处理及使用寿命预测综述

A Review of Chloride Penetration of Recycled Concrete with Enhancement Treatment and Service Life Prediction.

作者信息

Wang Yuanzhan, Liao Jing, Zhang Baohua

机构信息

State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, 135 Yaguan Road, Jinnan District, Tianjin 300072, China.

Tianjin Research Institute for Water Transport Engineering, M.O.T., 2618 Xingang 2nd Road, Binhai New District, Tianjin 300000, China.

出版信息

Materials (Basel). 2024 Mar 15;17(6):1349. doi: 10.3390/ma17061349.

Abstract

The application of recycled coarse aggregate (RA) in structural concrete can save non-renewable resources and reduce land occupation. Developing comprehensive knowledge of chloride penetration and service life modeling of recycled coarse aggregate concrete (RAC) is a prerequisite for practice. However, compared with the natural aggregate concrete (NAC), the inferior durability performance, especially chloride penetration resistance, of RAC hinders its application in structural concrete. Therefore, many RAC performance enhancement methods have been proposed. This paper presents a holistic review focused on the chloride penetration of RAC with/without enhancement methods and service life prediction. The current RAC performance enhancement methods are introduced. The improvement effect of the corresponding enhancement methods on the chloride penetration resistance of RAC are discussed and analyzed in turn. Based on the reviewed data on the chloride diffusion coefficient, the modification efficiencies of assorted enhancement methods are summarized. With the hope of promoting RAC application in structural concrete, the current literature on chloride-ingress-based service life prediction for RAC is also overviewed. In addition, the typical influencing factors on chloride transport properties are also discussed, i.e., RA quality. It can be concluded that enhancement techniques can effectively improve the chloride penetration resistance of RAC. The old mortar enhancement or removal methods can improve the chloride penetration resistance by 15-30%, depending on the specific treatment measures. The modification efficiency of the modifier material depends on the specific type and content of the incorporated substance, which ranges from approximately 5% to 95%. The estimated service life of RAC structures decreases with the increasing RA replacement ratio. Finally, concluding remarks are provided concerning future research on the chloride transport behavior of RAC.

摘要

再生粗骨料(RA)在结构混凝土中的应用可以节省不可再生资源并减少土地占用。深入了解再生粗骨料混凝土(RAC)的氯离子渗透和使用寿命建模是实际应用的前提条件。然而,与天然骨料混凝土(NAC)相比,RAC较差的耐久性性能,尤其是抗氯离子渗透性,阻碍了其在结构混凝土中的应用。因此,人们提出了许多提高RAC性能的方法。本文对有无增强方法的RAC的氯离子渗透和使用寿命预测进行了全面综述。介绍了当前提高RAC性能的方法。依次讨论并分析了相应增强方法对RAC抗氯离子渗透性的改善效果。基于所综述的氯离子扩散系数数据,总结了各种增强方法的改性效率。为促进RAC在结构混凝土中的应用,还概述了目前关于基于氯离子侵入的RAC使用寿命预测的文献。此外,还讨论了影响氯离子传输性能的典型因素,即RA质量。可以得出结论,增强技术可以有效提高RAC的抗氯离子渗透性。旧砂浆增强或去除方法可使抗氯离子渗透性提高15%至30%,具体取决于具体处理措施。改性材料的改性效率取决于所掺入物质的具体类型和含量,范围约为5%至95%。RAC结构的估计使用寿命随着RA替代率的增加而降低。最后,对RAC氯离子传输行为的未来研究给出了总结性评论。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/38a3/10971913/4e54076c7e46/materials-17-01349-g001.jpg

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