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Effect of cement and admixture on the utilization of recycled aggregates in concrete

机译:水泥和掺合料对混凝土中再生骨料利用率的影响

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摘要

In this paper, results of an investigation on the effect of type of cement and admixture on fresh and hardened properties of concrete with coarse and fine recycled aggregates (RA) are presented. Natural sand (NS) and natural gravel (NG) were replaced respectively by (15, 30, 70, and 100%) of recycled concrete sand (RS) and recycled concrete gravel (RG). Two types of cement/admixture were used. The fresh (slump, air content and density) and hardened (compressive strength and elastic modulus) properties of recycled aggregates concrete (RAC) are analyzed and compared with those of natural aggregates concrete (NAC). The results indicate that the workability of RAC depends on the combination of cement admixture and precisely the nature of the admixture and the amount of C(3)A. RAC can be used with up to 30% of RS and more than 30% of RG. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文介绍了有关水泥和掺合料类型对具有粗细再生骨料(RA)的混凝土的新鲜和硬化性能的影响的研究结果。天然砂(NS)和天然砂砾(NG)分别由(15%,30%,70%和100%)的再生混凝土砂(RS)和再生混凝土砾石(RG)代替。使用两种类型的水泥/外加剂。分析了再生骨料混凝土(RAC)的新鲜(坍落度,空气含量和密度)和硬化(抗压强度和弹性模量)性能,并将其与天然骨料混凝土(NAC)进行了比较。结果表明,RAC的可加工性取决于水泥外加剂的组合,确切地取决于外加剂的性质和C(3)A的量。 RAC最多可与RS的30%和RG的30%一起使用。 (C)2017 Elsevier Ltd.保留所有权利。

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