稻壳灰部分替代水泥对新拌混凝土和硬化混凝土性能的影响

IF 0.5 Q4 ENGINEERING, CIVIL Architecture Civil Engineering Environment Pub Date : 2022-06-01 DOI:10.2478/acee-2022-0017
A. Ajwad, Sameel Ahmad, Abdullah, S. T. A. Jaffar, U. Ilyas, Muhammad Adnan
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引用次数: 0

摘要

作为全球最大的大米生产国之一,稻壳处理已成为巴基斯坦面临的巨大挑战。稻壳灰(RHA)含有足够的火山灰特性,这为其作为胶凝材料部分替代普通硅酸盐水泥(OPC)开辟了机会。本研究在水泥质量比为1:2:4、水灰比为0.6的条件下,分别以0%、6%、12%、18%和24%的不同比例添加RHA作为水泥替代品,即M15级混凝土,目标强度为15- 20mpa。在成本对比研究的基础上,通过浇筑立方体、圆柱形和梁形的标准混凝土样品,研究了混凝土的和易性、抗压强度、抗拉强度、抗弯强度和透水性等性能。结果表明,新拌混凝土的和易性随着RHA含量的增加而增加,在6%的置换水平下,本研究研究的几乎所有混凝土性能都比对照配合比取得了更好的效果。
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Effect of Using Rice Husk Ash as Partial Replacement of Cement on Properties of Fresh and Hardened Concrete
Abstract Rice husk disposal has become a great challenge for Pakistan being one of the largest rice producer across the globe. Rice Husk Ash (RHA) contains sufficient pozzolanic properties which opens up opportunities for its usage as cementitious material as partial replacement of Ordinary Portland Cement (OPC). In this research RHA was added as cement replacement in different percentages by weight of cement i.e. 0%, 6%, 12%, 18% and 24% at constant mix ratio of 1:2:4 and water-cement ratio of 0.6 that is M15 grade concrete with a target strength of 15-20 MPa. The properties of concrete like workability, compressive strength, tensile strength, flexure strength, and water permeability were investigated by casting standard concrete samples in the form of cubes, cylinders and beams in addition to cost comparison study The outcomes show that workability of fresh concrete increases with an increase in RHA content and almost all concrete properties studied in this research gave more favorable results at 6% replacement level compared with the control mix.
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