磁化水对再生骨料混凝土力学性能和耐久性的影响

A. Youssef, M. Esfahani
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摘要

本研究的主要目的是研究磁化水对再生骨料混凝土力学性能和抗冻融耐久性的影响。除了磁场中不同数量的水圆的影响外,在混凝土生产中还考虑了其他变量,包括钢纤维、超级增塑剂和硅粉,以实现100%粗骨料替代品制成的再生骨料混凝土的理想性能。为此,共制备和测试了11种混凝土混合料。首先,研究了上述变量对和易性、吸水率、抗压强度、劈裂抗拉强度、抗弯强度和冻融耐久性等基本性能的影响。采用裂纹后强度法(PCS)评价了混凝土试件的抗弯韧性,并利用扫描电镜(SEM)观察了试件的微观结构。大多数试验结果表明,磁化水虽然对混凝土的力学性能非常有效,但不应仅仅用作补偿再生粗集料引起的缺陷的因素。用再生粗骨料制备的纤维增强混凝土的最佳韧性和耐久性结果与含有硅粉和10轮磁化水的样品有关。此外,在混凝土混合料MW-SF2中,用10%的硅灰和10轮磁化水取代水泥,使再生骨料混凝土的耐久性平均提高了约63%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Magnetized Water on Mechanical Properties and Durability of Recycled Aggregate Concrete
The main objective of this study was to investigate the influence of using magnetized water on the mechanical properties and durability behavior in terms of freeze-thaw resistance of recycled aggregate concrete. In addition to the effect of different numbers of water rounds in the magnetic field, other variables including steel fibers, super-plasticizers and silica-fume were considered in the concrete production in order to achieve the ideal possible performance for recycled aggregate concrete made with 100% coarse aggregates replacements. For this purpose, a total of 11 concrete mixes were prepared and tested. At the first step, the effects of the mentioned variables on the basic properties, including workability, water absorption, compressive strength, splitting tensile strength, flexural strength and freeze-thaw durability test were investigated. Additionally, flexural toughness was evaluated in accordance with the post-crack strength (PCS) method and the microstructure of concrete specimens was also observed by using scanning electron microscope (SEM). The results of most experiments indicated that magnetized water, although highly effective on the mechanical properties of concrete, should not be solely utilized as a compensating factor for the defects caused by recycled coarse aggregates. The optimum toughness and durability results regarding the fiber-reinforced concrete mixes produced with recycled coarse aggregates, were related to samples containing silica-fume and 10-rounds magnetized water. Furthermore, the existence of cement replaced by 10% of silica-fume and 10-rounds magnetized water in the concrete mix MW-SF2, increased the durability of the recycled aggregate concrete by an average of approximately 63%.
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