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Experimental investigation on hardened properties of recycled coarse aggregate concrete

机译:再生粗骨料混凝土硬化性能的实验研究

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Reduction of disposal of waste materials due to construction demolition has become a great concern in recent decades. The research work presents the hardened properties of concrete where the partial substitution of recycled coarse aggregate with natural aggregate in amount of 0%, 10%, 30% and 50%. By using different mixed proportions, fresh and hardened properties of concrete were conducted for this investigation. These properties were compared with control concrete. It can be seen that all of the hardened properties of concrete were decreased with the increasing percentage of recycled aggregate in concrete mixes. It was noticed that up to 30% recycled aggregate replacement can be yielded the optimum strength when it used in normal concrete. Finally, it can be said that disposed recycled concrete utilizing as a partial replacement in natural aggregate is a great way to reuse and reduce environmental hazards which achieve sustainability approach in the construction industry.
机译:近几十年来减少由于建筑拆迁而导致的废料处理已成为一个很大的担忧。该研究工作介绍了混凝土的硬化性质,其中基于自然聚集体的偏离粗骨料的含量为0%,10%,30%和50%。通过使用不同的混合比例,对该研究进行了新鲜和硬化的混凝土性能。将这些性质与对照混凝土进行比较。可以看出,随着混凝土混合物中的再循环骨料的百分比增加,混凝土的所有硬化性质都减少。注意到,在正常混凝土中使用时,最多可获得30%的再循环聚集体更换。最后,可以说,随着自然骨料的部分替代,将再生混凝土进行了处理,这是重用和减少建筑业可持续性方法的环境危害的重要方法。

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