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Experimental Research on Quality Parameters of Recycled Concrete

机译:再生混凝土质量参数的试验研究

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摘要

Concrete itself, and issues relating to the recycling and management of reinforced concrete waste, are highly relevant, especially when urban expansion is being achieved by increased building construction volumes. This research investigates concrete waste and its (re)usage possibilities and resolves several major issues related to the question of how natural materials can be replaced by compounds made from concrete waste, thereby saving natural resources. The experiment was carried out using concrete mixtures, which were combined with natural aggregates and crushed concrete waste (fraction 4/16). The resulting mix of concrete was achieved using natural aggregates, thus replacing natural aggregates with waste, which had partially and fully replaced bulky aggregates with crushed concrete waste. The main aim of the investigation was to investigate how aggregates made from crushed concrete waste impact the properties of concrete. The exothermic effect on the concrete mixture during the hardening process was investigated. Furthermore, a macrostructural analysis of hardened concrete was conducted using scanned sample images; the adhesion zone between newly formed concrete stone and aggregates derived from natural rock from crushed concrete waste was investigated. Using an electron microscope to observe aggregate from crushed concrete waste and the contact zone of hardened cement stone revealed that the aggregate from waste adheres poorly with hardened cement stone. Furthermore, both the mechanical properties of new, hardened concrete and determined resistance to frost indicators are weak. Concrete density and compression strength decreased (by up to 8% and up to 18%, respectively), and absorption increased almost twofold due to aggregates derived from crushed concrete waste, since their cleavage strength indicator was twice as high, while water absorption was four times higher than that of natural aggregate. The results indicate that recycled concrete obtained from demolished buildings is environmentally sustainable and can be recommended for lower quality concrete for use in related engineering projects.
机译:混凝土本身以及与钢筋混凝土废料的回收和管理有关的问题具有高度相关性,尤其是在通过增加建筑面积来实现城市扩张时。这项研究调查了混凝土废料及其(再利用)可能性,并解决了与如何用混凝土废料制成的化合物替代天然材料的问题有关的几个主要问题,从而节省了自然资源。实验是使用混凝土混合物进行的,将其与天然骨料和压碎的混凝土废料混合在一起(馏分4/16)。使用天然骨料可以实现混凝土的最终混合,从而用废料代替天然骨料,而废料则用压碎的混凝土废料部分或完全替代了大体积骨料。研究的主要目的是研究由压碎的混凝土废料制成的骨料如何影响混凝土的性能。研究了硬化过程中混凝土混合物的放热效应。此外,使用扫描的样品图像进行了硬化混凝土的宏观结构分析。研究了新形成的混凝土石材与碎石废料中天然岩石衍生的骨料之间的粘附区。用电子显微镜观察粉碎的混凝土废料中的骨料和硬化水泥石的接触区,发现废料中的骨料与硬化水泥石的粘附性很差。此外,新的硬化混凝土的机械性能和确定的抗霜指标均较弱。混凝土的密度和抗压强度降低(分别降低了8%和18%),并且由于粉碎的混凝土废料产生的聚集体,吸收率几乎提高了两倍,因为它们的劈裂强度指标高出两倍,而吸水率是四倍是天然骨料的三倍结果表明,从拆除的建筑物中获得的再生混凝土在环境方面是可持续的,并且可以推荐用于相关工程项目中使用的质量较低的混凝土。

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