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使用碳酸化再生细集料增强全再生骨料混凝土的力学性能和耐久性

Enhancing the Mechanical and Durability Properties of Fully Recycled Aggregate Concrete Using Carbonated Recycled Fine Aggregates.

作者信息

Jean Birori, Liu Hui, Zhu Xudong, Wang Xinjie, Yan Xiancui, Ma Tianyu

机构信息

Department of Civil Engineering, Changzhou University, Changzhou 213164, China.

State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China.

出版信息

Materials (Basel). 2024 Apr 9;17(8):1715. doi: 10.3390/ma17081715.

Abstract

The global construction industry is increasingly utilizing concrete prepared from recycled aggregate as a substitute for natural aggregate. However, the subpar performance of recycled fine aggregate (RFA) has resulted in its underutilization, particularly in the structural concrete exposed to challenging environments, including those involving chlorine salts and freeze-thaw climates. This study aimed to enhance the performance of RFA as a substitute for river sand in concrete as well as fulfill the present demand for fine aggregates in the construction sector by utilizing accelerated carbonation treatment to create fully recycled aggregate concrete (FRAC) composed of 100% recycled coarse and fine aggregates. The impacts of incorporating carbonated recycled fine aggregate (C-RFA) at various replacement rates (0%, 25%, 50%, 75%, and 100%) on the mechanical and durability properties of FRAC were investigated. The results showed that the physical properties of C-RFA, including apparent density, water absorption, and crushing value, were enhanced compared to that of RFA. The compressive strength of C-RFC100 was 19.8% higher than that of C-RFC0, while the water absorption decreased by 14.6%. In a comparison of C-RFC0 and C-RFC100, the chloride permeability coefficients showed a 50% decrease, and the frost resistance increased by 27.6%. According to the findings, the mechanical and durability properties, the interfacial transition zones (ITZs), and micro-cracks of the C-RFC were considerably enhanced with an increased C-RFA content.

摘要

全球建筑业越来越多地使用由再生骨料制备的混凝土来替代天然骨料。然而,再生细骨料(RFA)性能欠佳,导致其利用率较低,尤其是在暴露于恶劣环境(包括含氯盐和冻融气候的环境)的结构混凝土中。本研究旨在提高RFA替代混凝土中河砂的性能,并通过利用加速碳化处理来制造由100%再生粗、细骨料组成的全再生骨料混凝土(FRAC),以满足建筑行业目前对细骨料的需求。研究了以不同替代率(0%、25%、50%、75%和100%)掺入碳酸化再生细骨料(C-RFA)对FRAC力学性能和耐久性的影响。结果表明,与RFA相比,C-RFA的物理性能(包括表观密度、吸水率和压碎值)有所提高。C-RFC100的抗压强度比C-RFC0高19.8%,而吸水率下降了14.6%。在C-RFC0和C-RFC100的比较中,氯离子渗透系数降低了50%,抗冻性提高了27.6%。根据研究结果,随着C-RFA含量的增加,C-RFC 的力学性能、耐久性、界面过渡区(ITZ)和微裂纹得到了显著改善。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/519f/11051302/fd0accce566a/materials-17-01715-g001.jpg

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