真空吸附和硅灰浆直接浸泡处理再生混凝土骨料性能的提高

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Shu Wan , Zhenguo Shi , Hussaini Abdullahi Umar , Xiang Hu , Caijun Shi
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引用次数: 0

摘要

本文研究了不同剂量和时间的硅灰(SF)料浆的真空吸附(VA)和直接浸泡(DS)处理对RAC骨料(RCA)的影响。对RCA的表观密度、吸水率、孔隙率、破碎值、磨损值和SF吸附能力等性能进行了评价。通过显微硬度、XRD、FTIR、TG、SEM、EDS等分析分析了材料的微观结构和化学变化。结果表明,SF处理有效提高了RCA的表观密度,降低了吸水率和孔隙率,降低了破碎值和磨损值。具体来说,DS和VA处理分别降低了11%和20.9%,孔隙度降低了15%和24%,吸水性降低了10%和20%。与直接添加等量SF的混合料相比,使用经过SF处理的RCA可以更好地增强RAC的强度。强度增强归因于SF的填充效应,它填充孔隙并“修复”RCA中的微裂纹。值得注意的是,VA处理允许更多的SF积聚在孔隙和裂缝中,从而导致更致密的表面结构。两种处理均提高了界面过渡区的强度,减小了界面过渡区的宽度。微观结构分析表明,通过VA和DS处理引入的SF参与了二次水化,生成了更多的水化硅酸钙(C-S-H)或水化铝酸钙(C-A-S-H),同时降低了CH和AFt的含量。sf处理后的RCA水化产物具有较低的Ca含量和Ca/Si比,较高的Si含量和(Al+Fe)/Ca比。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Property enhancement of recycled concrete aggregate treated by vacuum absorption and direct soaking of silica fume slurry
This study investigates the effects of vacuum absorption (VA) and direct soaking (DS) treatments with silica fume (SF) slurry at different dosages and durations on recycled concrete aggregate (RCA). Properties of RCA, including apparent density, water absorption, porosity, crushing value, abrasion value, and SF absorption capacity, were evaluated. In addition, microhardness, XRD, FTIR, TG, SEM, and EDS analyses were conducted to examine microstructural and chemical changes. Results indicate that SF treatment effectively improves apparent density of RCA, reduces water absorption and porosity, and lowers both crushing and abrasion values. Specifically, abrasion values decreased by 11 % and 20.9 %, with DS and VA treatments, respectively, while porosity was reduced by up to 15 % and 24 %, and water adsorption by 10 % and 20 %. The use of SF-treated RCA provides better strength enhancement for RAC compared to mixes with equivalent SF added directly. The strength enhancement is attributed to the filling effect of SF that fills the pores and 'repairs' microcracks in RCA. Notably, VA treatment allows more SF to accumulate in the pores and cracks, resulting in a denser surface structure. Both treatments improve the strength of the interfacial transition zone (ITZ), and reduce its width. Microstructural analyses reveal that SF introduced via both VA and DS treatments participates in secondary hydration, generating more calcium silicate hydrate (C-S-H) or calcium aluminate-silicate hydrate (C-A-S-H), while reducing CH and AFt contents. The hydration products of SF-treated RCA exhibit lower Ca content and Ca/Si ratio, and higher Si content and (Al + Fe)/Ca ratio.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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