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Effect of Thermal-cured Hydraulic Cement Admixtures on the Mechanical Properties of Concrete

机译:热固性水硬性水泥外加剂对混凝土力学性能的影响

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摘要

In the cement industry, researchers have worked on blending cement with supplementary cementitious materials (SCMs) to enhance the mechanical properties of concrete. For technical and environmental reasons, previous studies have recommended that concretes be designed with less ordinary Portland cement (OPC). Other researchers encourage the use of thermal treatments at the precast stage. In this work, high volumes of various SCMs other than OPC were used to prepare five cement formulations, including a control sample. Initial tests of three hydraulic binders were performed to check their suitability before mixing cement samples. The samples were treated in water, air, hot water, and hot air curing (HAC) conditions after demoulding. The study showed that a combination of rice husk ash (RHA) and fly ash (FA) with OPC in the binder matrix, cured under HAC conditions, gave the best compressive and flexural strength results with the lowest water absorption.
机译:在水泥工业中,研究人员致力于将水泥与辅助胶凝材料(SCM)混合,以增强混凝土的机械性能。出于技术和环境原因,以前的研究建议使用较少的普通硅酸盐水泥(OPC)设计混凝土。其他研究人员鼓励在预制阶段使用热处理。在这项工作中,使用了除OPC以外的大量各种SCM来制备五种水泥配方,包括对照样品。在混合水泥样品之前,对三种水硬性粘合剂进行了初步测试,以检查其适用性。脱模后,在水,空气,热水和热空气固化(HAC)条件下对样品进行处理。研究表明,稻壳灰(RHA)和粉煤灰(FA)与OPC在粘合剂基质中的结合物,在HAC条件下固化,具有最佳的抗压强度和弯曲强度,而吸水率最低。

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