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Properties of cementitious rendering mortar prepared with recycled fine aggregates

机译:再生细骨料制备的水泥砂浆的性能

摘要

The results of an experimental study on investigating the properties of cementitious rendering mortars prepared with a recycled fine aggregate (RA) were presented. The RA was obtained from a recycling plant in which mixed demolition wastes were processed by mechanical crushing, sieving and sorting operations. Two series of rendering mortar mixes were prepared with a constant water/cement and a constant aggregate/cement ratios of 0.55 and 3 respectively. River sand and natural crushed rock fine were originally used in the two series separately, and they were consistently replaced by 25%, 50%, 75% and 100% by the recycled aggregate. The experimental results showed that mechanical properties, such as compressive strength, flexural strength and modulus of elasticity of the mortars prepared with the RA were lower than the mortars made with the natural aggregates. Nevertheless, the bond strength at the interface between the mortar and masonry bricks determined by the Triplet test was found to be higher for the mortars prepared with the RA.
机译:介绍了研究用再生细骨料(RA)制备的水泥压实砂浆性能的实验研究结果。 RA是从一家回收工厂获得的,在该工厂中,通过机械破碎,筛分和分选操作处理了混合拆除废物。制备了两个系列的抹灰砂浆混合物,分别具有恒定的水/水泥比和恒定的骨料/水泥比0.55和3。河砂和天然碎石粉最初在两个系列中分别使用,并被回收骨料一贯地替换为25%,50%,75%和100%。实验结果表明,用RA制备的砂浆的力学性能,如抗压强度,抗弯强度和弹性模量均低于使用天然骨料制备的砂浆。但是,发现用三重态试验测定的砂浆和砖石之间的界面处的粘结强度对于用RA制备的砂浆来说更高。

著录项

  • 作者

    Poon CS; Kou SC;

  • 作者单位
  • 年度 2010
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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