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A proposal for the maximum use of recycled concrete sand in masonry mortar design

机译:砌体砂浆设计中最大程度利用再生混凝土砂的建议

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Natural sand mining from rivers and seashores is causing serious environmental problems in many parts of the world, whereas the fine fraction from recycling concrete waste is underutilized as a construction material. The aim of this paper is to determine the maximum replacement level of natural sand by recycled sand in the manufacturing of masonry mortar (M-10). For this purpose, five replacement levels were tested: 0%, 25%, 50%, 75% and 100% by volume. The mixes were made using cement CEM II/BL 32.5 N in a volumetric proportion of cement-to-aggregate of 1:5. A commercial admixture was used at a constant content. The amount of water was variable to achieve a consistency of 175±10 mm. The short- and long-term mortar properties were evaluated. The data were analyzed using a one-way ANOVA. In conclusion, a maximum percentage of 50% recycled concrete sand can be used in an indoor environment.
机译:在世界许多地方,从河流和海滨开采天然砂引起了严重的环境问题,而来自回收混凝土废物的细小部分却没有被用作建筑材料。本文的目的是确定在制造砌筑砂浆(M-10)中用再生砂替代天然砂的最大量。为此,测试了五个替换级别:按体积计分别为0%,25%,50%,75%和100%。使用水泥CEM II / BL 32.5 N以水泥与集料的体积比为1:5进行混合。以恒定含量使用商业掺合物。水的量是可变的,以实现175±10mm的稠度。评价了短期和长期的砂浆性能。使用单向方差分析分析数据。总之,在室内环境中最多可以使用50%的再生混凝土砂。

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