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首页> 外文期刊>Journal of Cleaner Production >Engineering and microstructural assessment of fibre-reinforced self-compacting concrete containing recycled coarse aggregate
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Engineering and microstructural assessment of fibre-reinforced self-compacting concrete containing recycled coarse aggregate

机译:包含再生粗骨料的纤维增强自密实混凝土的工程和微观结构评估

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摘要

The use of recycled concrete aggregates from different sources on structural concrete is a sustainable solution to minimize the extraction of natural mineral resources and the detrimental impacts of the concrete industry to the environment. The present study aimed to assess the impact of partial replacement of recycled coarse aggregate (RCA), steel (ST) and polypropylene (PP) fibres on mechanical, durability and microstructural properties of self-compacting concrete (SCC). Compressive strength, splitting tensile strength, water absorption and chloride ion penetration of the hardened composites were investigated. The microstructure and interfacial transition zone (ITZ) at the interfaces of aggregate/cement paste and fibre/cement paste of SCCs were investigated using scanning electron microscope (SEM) technique. The experimental results indicated that the addition of fibres in SCC could slightly improve the compressive strength and the resistance to water absorption. Significant improvement in splitting tensile strength was observed in SCC with increasing fibre contents, particularly when both ST and PP fibres were used. The permeability of SCC containing RCA increased with the increase of fibres. Though the strength of SCC reduced with the presence of RCA, the strengths attained were still suitable for structural applications. The SEM results showed that the crack width occurred at fibre-paste interface was smaller when compared to that at aggregate-cement interface, and the microstructure of cement paste around the fibres appeared more compact. In general, SCC mixes made of 20% RCA containing either 1% ST or 1% PP fibres, or a combination of 0.75% ST and 0.25% PP fibres were recommended regarding to the economic efficiency and hardened properties. The potential replacement of such recycled construction and demolition waste due to the technical, economic and environmental improvements it provides, would assist to the sustainability of the construction industry. (C) 2017 Elsevier Ltd. All rights reserved.
机译:在结构混凝土上使用不同来源的再生混凝土骨料是一种可持续的解决方案,可最大程度地减少天然矿产资源的开采以及混凝土行业对环境的不利影响。本研究旨在评估部分替代再生粗骨料(RCA),钢(ST)和聚丙烯(PP)纤维对自密实混凝土(SCC)的机械,耐久性和微观结构性能的影响。研究了硬化复合材料的抗压强度,劈裂抗张强度,吸水率和氯离子渗透率。利用扫描电子显微镜(SEM)研究了SCCs的骨料/水泥浆和纤维/水泥浆界面的微观结构和界面过渡区(ITZ)。实验结果表明,在SCC中添加纤维可以略微提高抗压强度和抗吸水性。随着纤维含量的增加,SCC的劈裂抗张强度有了显着提高,尤其是同时使用ST和PP纤维时。含RCA的SCC的渗透性随纤维的增加而增加。尽管RCA的存在会降低SCC的强度,但所获得的强度仍适用于结构应用。扫描电镜结果表明,与浆体-水泥界面相比,纤维-胶体界面处的裂纹宽度更小,纤维周围水泥胶的微观结构更加致密。通常,考虑到经济效率和硬化性能,建议使用由20%RCA制成的SCC混合物,其中含有1%ST或1%PP纤维,或0.75%ST和0.25%PP纤维的组合。由于其在技术,经济和环境方面的改进,有可能替代这种回收的建筑和拆除废物,这将有助于建筑业的可持续发展。 (C)2017 Elsevier Ltd.保留所有权利。

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