再生混凝土骨料作为可持续建筑材料的研究进展

Rekha Rampit, Jovanca Smith, I. Ray
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引用次数: 2

摘要

最近世界范围内的结构发展增加,增加了对天然骨料和能源的消耗,从而产生了大量的建筑和拆除废物。天然骨料占混凝土基体体积的60- 75%。有利于建筑垃圾和拆迁垃圾的回收利用,有利于建筑活动的开展。建筑工地保留的其中一种材料是废弃混凝土,可用于生产再生混凝土骨料(RCAs)。回收废混凝土可替代天然集料,并可减少在堆填区弃置废物和节约能源,从而保护环境。再生混凝土骨料的使用引起了许多研究人员的兴趣,利用其完全或部分替代混凝土混合物中的天然骨料。在过去的十年中,已经发表了大量的文献,讨论了再生混凝土骨料的性能和微观结构,以及在新混凝土配合比中使用时的反应。本文简要介绍了RCAs的发展历史,并对混凝土废料的产生量、回收量及其实际应用进行了统计。比较了RCA与天然骨料的微观性能,如密度和吸水能力。除此之外,还讨论了机械和耐久性参数,如抗压、抗拉和抗折强度以及氯离子渗透。讨论了酸处理和使用细矿物填料等预处理方法。最后,阐述了本文的结论和不足。
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A REVIEW OF RECYCLED CONCRETE AGGREGATES AS A SUSTAINABLE CONSTRUCTION MATERIAL
: The recent increase in structural developments worldwide, has given rise to the consumption of natural aggregates and energy hence generating a vast amount of construction and demolition waste. Natural aggregates occupy 60-75 percent in volume of the concrete matrix. It is beneficial to recycle construction and demolition waste, for construction activities. One such material retained from construction sites is waste concrete, which can be used to produce recycled concrete aggregates (RCAs). Recycling waste concrete produces a substitute to natural aggregates and preserves the environment by reducing waste disposal at landfills and conserving energy. The use of recycled concrete aggregates has piqued the interest of many researchers by utilization of a full or partial substitution to that of natural aggregates in concrete mixtures. Over the last decade, a significant volume of literature has been published discussing the properties and microstructure of recycled concrete aggregates and its response when used in a new concrete mix. Within this paper a brief history of RCAs is outlined together with statistics on the quantity of concrete waste produced, recycled and its practical applications. A comparison between the RCA and natural aggregate properties are discussed on a microscopic level, such as the density and water absorption capacities. Further to this, a summary of the mechanical and durability parameters are discussed such as compressive, tensile and flexural strengths together with chloride ion penetration. Several pre-treatment methods such as: acid treatment and the use of fine mineral fillers are also discussed. Finally, the conclusions and gaps are stated.
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