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Durability properties evaluation of self-compacting concrete prepared with waste fine and coarse recycled concrete aggregates

机译:废旧细骨料和再生粗骨料配制的自密实混凝土的耐久性能评估

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Using recycled aggregates obtained from construction and demolition waste in concrete is a promising and appropriate solution to control the excessive consumption of natural resources in construction. In this study, the effect of fine and coarse recycled concrete aggregates (RCA) was evaluated by replacing 25%, 50%, 75% and 100% in self-compacting concretes (SCC) on mechanical properties such as compressive and tensile strength, ultrasonic pulse velocity in hardened concrete and durability properties including water absorption, volume of permeable voids, electrical resistivity and resistance to chloride ion penetration. The fresh properties of the SCC were determined using slump flow and J-ring tests. Three series of mixes were made; in the first series, coarse recycled aggregates were replaced by natural coarse aggregates. In the second series, fine recycled aggregates replaced fine natural ones. In the third series, the combination of the coarse and fine recycled aggregates was used in the mixes. In all mixes, the cement content and water-cement ratio were constant equal to 420 kg/m(3) and 0.4, respectively. Replacement of recycled aggregates causes a decrease in compressive strength of all mixes and their effect on tensile strength was insignificant. The measured durability properties such as water absorption and volume of permeable voids of recycled aggregate concretes were also adversely affected by the incorporation of RCAs and these properties increase with an increase in RCAs contents. The results indicate that replacement of 25% coarse RCAs had no significant effect on the durability properties of self-compacting concrete including electrical resistivity and chloride ion resistance, while with the increasing fine and coarse RCAs the electrical resistivity and resistance to chloride ion penetration decreased. Results indicate that the resistance to chloride ion penetration was greatly reduced by increasing replacement of fine recycled aggregates. Very strong correlations of electrical resistivity with water absorption, and total charge passed with permeable voids of mixes containing RCA were also observed. (C) 2019 Elsevier Ltd. All rights reserved.
机译:使用从建筑废料和拆除废物中获得的再生骨料来控制建筑中自然资源的过度消耗是一种有前途的适当解决方案。在这项研究中,通过替代自密实混凝土(SCC)中的25%,50%,75%和100%的机械性能(例如抗压强度和抗拉强度),评估了细,粗再生混凝土骨料(RCA)的效果。硬化混凝土中的脉冲速度和耐用性,包括吸水率,可渗透空隙的体积,电阻率和抗氯离子渗透性。 SCC的新鲜特性是使用坍落流和J形环测试确定的。制作了三个系列的混合物。在第一个系列中,粗再生石料被天然粗石料代替。在第二系列中,精细的再生骨料代替了天然的骨料。在第三个系列中,将粗,细回收骨料的混合物用于混合物中。在所有混合料中,水泥含量和水灰比恒定分别等于420 kg / m(3)和0.4。更换再生骨料会导致所有混合物的抗压强度降低,并且它们对拉伸强度的影响微不足道。 RCA的掺入也会对再生集料混凝土的测得的耐久性能(如吸水率和可渗透空隙的体积)产生不利影响,并且这些特性会随着RCA含量的增加而增加。结果表明,替换25%的粗RCA对自密实混凝土的耐久性(包括电阻率和耐氯离子性)没有显着影响,而随着细和粗RCA的增加,电阻率和耐氯离子渗透性降低。结果表明,通过增加对精细回收骨料的替代,大大降低了对氯离子渗透的抵抗力。还观察到电阻率与吸水率非常强的相关性,并且总电荷与含有RCA的混合物的渗透性空隙一起通过。 (C)2019 Elsevier Ltd.保留所有权利。

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