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Valorization of recycled materials in development of self-compacting concrete: Mixing recycled concrete aggregates - Windshield waste glass aggregates

机译:自压力混凝土开发中再生材料的算命:混合再生混凝土骨料 - 挡风玻璃废玻璃骨料

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The presented paper is based on a comparative experimental study aimed to incorporate coarse recycled concrete aggregates (RCA) and coarse recycled glass aggregates (RGA) from waste glass "windshield" in the composition of self-compacting concrete (SCC). The main objective is to study the influence of these aggregates on fresh and hardened concrete properties. In order to reach this purpose, two series of SCC mixes were prepared by replacing natural coarse aggregates (NCA) by RCA and RCA by RGA. The key properties of SCC recommended by European specifications and guidelines (EFNARC), were measured in the fresh state. While the compressive strength, water absorption testing and the observations on cross-section to evaluate the stability and segregation potential, were conducted on hardened concretes. For replacement of NCA by RCA, the use in SCC fine and coarse recycled concrete aggregates is not advisable, the flowability criteria cannot be ensured. The experimental results showed that the slump flow test has given a diameter of 610 mm. Likewise, also the L-box blocking ratio was limited to 0.2. The replacement of RCA by RGA did not significantly affect the initial slump, the obtained values are all above the minimum threshold of 650 mm. EFNARC criterion of passing ability is also satisfied. The yield stress and the plastic viscosity, determined by empirical equations, are in agreement with those observed with traditional SCC. The compressive strength of the RGA-SCC mixes decreased with an increase in recycled glass content but remain within the strength range of self-compacting concretes. The results have showed that it is possible to produce SCC with windshield waste glass aggregates. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文基于对比较实验研究,旨在将粗再生混凝土聚集体(RCA)和粗再循环玻璃聚集体(RCA)和粗循环的玻璃聚集体(RGA)掺入自压制混凝土(SCC)的组合物中的废玻璃“挡风玻璃”。主要目的是研究这些聚集体对新鲜和硬化混凝土性质的影响。为了达到此目的,通过RGA通过RCA和RCA替换天然粗聚集(NCA)来制备两种SCC混合物。欧洲规范和指南(EFNARC)建议的SCC的关键属性在新状态下测量。虽然在硬化的混凝土上进行了抗压强度,吸水测试和对横截面的观察来评估稳定性和分离电位。为了通过RCA更换NCA,不建议使用SCC精细和粗循环的混凝土聚集体,无法确保流动性标准。实验结果表明,坍落度流动试验的直径为610毫米。同样,L箱阻断率也限于0.2。 RGA替换RCA没有显着影响初始衰退,所获得的值全部高于650mm的最小阈值。还满足传递能力的efnarc标准。由经验方程确定的屈服应力和塑料粘度与传统SCC观察到的人一致。 RGA-SCC混合的抗压强度随着再循环玻璃含量的增加而降低,但保留在自压实混凝土的强度范围内。结果表明,可以使用挡风玻璃废玻璃聚集体生产SCC。 (c)2019 Elsevier Ltd.保留所有权利。

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