再生混凝土骨料制备多孔混凝土的物理力学性能研究

T. Mukesh
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引用次数: 0

摘要

摘要而多孔混凝土由于其多孔结构,抗压强度较差,在荷载较大的情况下会导致混凝土破坏。利用再生混凝土骨料和聚乙烯醇纤维,尝试改善多孔混凝土的物理力学性能。首先发现了再生混凝土骨料、水泥、聚乙烯醇纤维和水等成分的特性,然后创建和浇筑混合物。在适当养护后,通过以下测试来确定混凝土的力学性能:抗压强度、劈裂抗拉强度和抗弯强度,以及渗透性等物理因素。研究结果表明,采用1012mm的骨料可以改善其力学性能。透气性也很好。强度随PVA纤维掺量的增加而增加,在一定程度上强度降低,孔隙率降低。掺入率为1时达到最大强度。骨料的力学特性随着骨料粒径的增大而下降,因为水泥将骨料粘结在一起的表面积减小了。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Physical and Mechanical Properties of Porous Concrete using Recycled Concrete Aggregate
Abstract. While porous concrete has a poor compressive strength because of its porous structure, concrete will lead to failure when the load applied is high. With recycled concrete aggregate and PVA fibre, an attempt was made to improve porous concrete's physical and mechanical properties. The features of ingredients such as recycled concrete aggregate, cement, Polyvinyl alcohol fibre, and water were first discovered, and then the mix was created and cast. After proper curing, the mechanical properties of concrete were determined by conducting the following tests: compression strength, split tensile strength, and flexural strength, along with physical factors such as permeability. The findings reveal that using the aggregate size of 1012mm improves mechanical characteristics. Permeability was also excellent. On the other hand, strength increased as the percentage of PVA fibre grew and at a certain point strength as well as porosity decreased. The maximum strength was attained at an incorporation % of 1. The mechanical characteristics of the aggregate declined when the size increased, as the surface area available for the cement to bind them together shrank.
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