混合方式对不同骨料类型混凝土性能的影响

A. Savić, Gordana Broćeta, M. Aškrabić, Sonja Panić, Ljubomir Vidanović
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引用次数: 0

摘要

本文提出的试验试验的主题是拌和方式对名义最大骨料粒径为8 mm的细粒混凝土物理力学性能的影响。混凝土具有三种不同的骨料成分(河流,破碎和与粗再生骨料混合)使用通常的方法混合,然后两阶段混合方法(TSMA)。对新拌混凝土进行坍落度、流量、密度和温度测试。记录了硬化混凝土的抗压强度、抗折强度、劈裂抗拉强度、密度、超声脉冲速度和吸水率。根据上述试验结果,再生骨料配制的混凝土可以充分替代河流骨料或破碎骨料配制的混凝土,而两相法对劈裂抗拉强度的提高效果最大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EFFECT OF MIXING APPROACH ON THE PROPERTIES OF CONCRETE WITH DIFFERENT AGGREGATE TYPES
The subject of the experimental tests presented in the paper is the influence of the mixing method on the physical and mechanical properties of fine-grained concrete with the nominally largest aggregate grain of 8 mm. Concretes with three different aggregate compositions (river, crushed and mixture with coarse recycled aggregate) were mixed using the usual approach, and then two-stage mixing approach (TSMA). Slump and flow, density and temperature were tested on fresh concrete. The compressive strength, flexural, splitting tensile strength, density, ultrasonic pulse velocity, and water absorption was recorded on hardened concrete. Concretes prepared using recycled aggregate, according to all the mentioned tests, can be used as an adequate replacement for concretes prepared using river or crushed aggregate, while the two-phase approach had the greatest effect on the increase of the splitting tensile strength.
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