Comparative effects of direct carbonation and pre-soaking limewater carbonation on recycled coarse aggregates: physic-mechanical properties and concrete performance

IF 7.4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Li Yajing , Ding Yahong , Zhang Meixiang , Xu Ping , Zhang Chunsheng , Feng Wenlin , Yu Mingyuan
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Abstract

Amidst the escalating scarcity of resources and the burgeoning accumulation of construction waste, it is imperative to investigate the performance of carbonized recycled coarse aggregate concrete to enhance the utilization of construction solid waste and advance the adoption of environmentally sustainable low-carbon building materials. In this study, comparative effects of direct carbonation and pre-soaking limewater carbonation on the physical and mechanical properties of the recycled coarse aggregate (RCA) and recycled concrete are systematically analyzed. The carbonation mechanism is elucidated through the water absorption, crushing value, apparent density test, XRD, TG, SEM, and other microscopic characterization techniques. The results indicate that pre-soaking limewater carbonation surpasses direct carbonation, yielding more significant improvements in the water absorption (reduced by 22.9 %), crushing value (reduced by 17.7 %), and apparent density (increased by 4.1 %). These enhancements are attributed to the additional Ca2+ provided by limewater, which facilitates calcium carbonate precipitation to filling pores and optimizing the interface transition zone (ITZ). Regarding recycled concrete performance, the compressive, axial compressive, splitting tensile, and flexural strengths of recycled concrete prepared with pre-soaking limewater carbonized RCA are superior to those of direct carbonation group at both 7 d and 28 d ages, which is more obvious at high replacement rate. The underlying mechanism involves the carbonation products strengthening ITZ bonding and refining pore structure. The study confirms that pre-soaking limewater carbonation is an efficient technology for enhancing the properties of recycled aggregates, providing theoretical support for the development of high-performance and sustainable recycled concrete applications.
直接碳化与预浸石灰水碳化对再生粗骨料的影响比较:物理力学性能与混凝土性能
在资源日益稀缺和建筑垃圾日益堆积的情况下,研究碳化再生粗骨料混凝土的性能,提高建筑固体废物的利用率,促进环境可持续的低碳建材的采用,势在必行。本文系统分析了石灰水直接碳化和预浸泡碳化对再生粗骨料和再生混凝土物理力学性能的影响。通过吸水率、破碎值、表观密度测试、XRD、TG、SEM等微观表征技术,阐明了碳化机理。结果表明,石灰水预浸泡碳化优于直接碳化,在吸水率(降低22.9%)、破碎值(降低17.7%)和表观密度(提高4.1%)方面均有显著改善。这些增强是由于石灰水提供了额外的Ca2+,促进碳酸钙沉淀填充孔隙和优化界面过渡区(ITZ)。在再生混凝土性能方面,预浸石灰水碳化RCA制备的再生混凝土在7 d和28 d龄期的抗压、轴压、劈裂抗拉和抗弯强度均优于直接碳化组,且在高替代率时更为明显。碳化产物强化ITZ结合,改善孔隙结构是其基本机理。该研究证实了预浸泡石灰水碳化是一种提高再生骨料性能的有效技术,为高性能和可持续再生混凝土应用的发展提供了理论支持。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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