粗骨料再生钢纤维混凝土特性研究

M. A. Rahim, Omi Yanti Pohan, M. B. H. A. Manaf, A. Ahmad, S. Shahidan, Z. Ghazaly, N. Bawadi, S. Anuar, Z. Hassan, Z. Ismail, T. Hong
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引用次数: 1

摘要

钢是纤维增强混凝土技术中使用的一种纤维。混凝土中的钢纤维有助于提高抗弯强度和抗裂性。今天,自然资源严重短缺。在这项研究中,废弃混凝土被用来生产再生骨料。将再生粗骨料(RCA)部分替代混凝土中的天然粗骨料(NCA),分析钢纤维混凝土(SFRC)的力学性能。进行了若干试验,如压缩和弯曲试验。测试了5个批次(A、B、C、D、E)不同RCA(0%、25%、50%、75%、100%)和钢纤维体积分数1.5%的混凝土立方体和棱镜样品,以及一个使用100% NCA和0%钢纤维体积分数的对照样品。结果,对照样品抗压强度达到27.32 MPa,抗折强度达到0.90 MPa, a批样品抗压强度达到48.60 MPa,抗折强度达到1.10 MPa。各批次(A、B、C、D、E)的立方体和棱柱体试样的抗压和抗弯强度均随混凝土中RCA掺量的增加而降低。四个试样完全达到了20mpa以上的抗压强度和最佳抗折强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Characteristics of Steel Fiber Reinforced Concrete With Recycled Coarse Aggregate
Steel is one of the fibers used in fiber reinforced concrete technology. Steel fibers in concrete help to improve flexural  strength and  crack  resistance. Today,  there  are  critical  shortages of  natural  resources. In  this  research,  waste concrete is being used to produce recycled aggregate. The Recycled Coarse Aggregate (RCA) is partially replaced with the natural coarse aggregate (NCA) in concrete to analyze the mechanical properties of steel fiber reinforced concrete (SFRC). Several tests were conducted, such as compression and flexural tests. Five batches (A, B, C, D and E) of concrete cube and prism samples with different proportions of RCA (0%, 25%, 50%, 75% & 100%) and 1.5% volume fraction of steel fiber were tested, together with one control sample which used 100% NCA and 0% volume fraction of steel fiber. As a result, the control sample achieved 27.32 MPa in compression strength and 0.90 MPa for flexural strength while batch A managed to achieve 48.60 MPa and 1.10  MPa respectively. The cube and prism samples of all batches (A, B, C, D, E) showed decreasing compressive and flexural strength with increasing proportion of RCA in the concrete. Four samples fully achieved more than 20 MPa of compression strength and optimum flexural strength.
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