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Sand Cement Brick Containing Recycled Concrete Aggregate as Fine-Aggregate Replacement

机译:含有再生混凝土骨料作为细骨料替代品的沙水泥砖

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Nowadays, the usage amount of the concrete is increasing drastically. The construction industry is a huge consumer of natural consumer. It is also producing the huge wastage products. The usage of concrete has been charged to be not environmentally friendly due to depletion of reserve natural resources, high energy consumption and disposal issues. The conservation of natural resources and reduction of disposal site by reuse and recycling waste material was interest possibilites. The aim of this study is to determine the physical and mechanical properties of sand cement brick containing recycled concrete aggregate and to determine the optimum mix ratio containing recycled concrete aggregate. An experiment done by comparing the result of control specimen using 100% natural sand with recycled concrete aggregate replacement specimen by weight for 55%, 65%, and 75%. The sample was tested under density, compressive strength, flexural strength and water absorption to study the effect of using recycled concrete aggregate on the physical and mechanical properties of bricks. The result shows that the replacement of natural sand by recycled concrete aggregate at the level of 55% provide the highest compressive and flexural strength compared to other percentage and control specimen. However, if the replacement higher than 55%, the strength of brick was decreased for compressive and flexural strength, respectively. The relationship of compressive-flexural strength is determined from statistical analysis and the predicted result can be obtained by using equation ff,RCA = 0.5375 (fc)0.3272.
机译:如今,混凝土的使用量急剧增加。建筑业是天然消费者的巨大消费者。它还生产巨大的浪费产品。由于储备自然资源的消耗,高能耗和处置问题,使用混凝土的使用情况被收取不对环保。通过再利用和回收废料保护自然资源和处理现场的减少是受到影响的。本研究的目的是确定含有再生混凝土骨料的砂水泥砖的物理和力学性能,并确定含有再生混凝土骨料的最佳混合比。通过使用100%天然砂与再循环混凝土聚集体替代试样的控制试样的结果进行比较55%,65%和75%的试验。在密度,抗压强度,弯曲强度和吸水率下测试样品,以研究使用再生混凝土骨料对砖的物理和力学性能的影响。结果表明,与其他百分比和对照样品相比,通过再循环混凝土聚集体更换自然砂水平为55%的压缩和弯曲强度。然而,如果更换高于55%,则砖的强度分别降低压缩和弯曲强度。从统计分析确定压缩弯曲强度的关系,并且通过使用公式FF,RCA = 0.5375(FC)0.3272可以获得预测结果。

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