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首页> 外文期刊>Open Journal of Civil Engineering >Effect of Iron Powder (Fe_2O_3) on Strength, Workability, and Porosity of the Binary Blended Concrete
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Effect of Iron Powder (Fe_2O_3) on Strength, Workability, and Porosity of the Binary Blended Concrete

机译:铁粉(Fe_2O_3)对二元混合混凝土强度,可加工性和孔隙率的影响

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摘要

In this study, the effect of iron powder (Fe_2O_3) on the compressive strength, tensile strength, workability, and porosity of the binary blended concrete were experimentally investigated. For this purpose, Portland cement was partially replaced by 1.5%, 2.5%, 3.5%, and 5% by weighing of iron powder. The amount of water-binder-ratio was considered constant. The workability of the fresh composite concrete was determined using cone Abrams method; mechanical properties were determined included compressive and tensile strengths at 7, 14, and 28 days and durability evaluated by water absorption and permeable porosity. It was observed that the compressive and tensile strengths change with the replacement of iron powder by up to 5%. However, the maximum improvement was gained at 2.5 wt% for compressive strength and 1.5 wt% for tensile strength. The workability of the fresh mixtures decreased when iron powder amount increased. It was observed that the porosity decreased respectively by 21.88% and 26.77% at 1.5 wt% and 2.5 wt% replacement. Moreover, this present study shows the importance and benefits to improve concrete properties by using micro-particles materials.
机译:本研究通过实验研究了铁粉(Fe_2O_3)对二元混合混凝土抗压强度,抗拉强度,可加工性和孔隙率的影响。为此,通过称量铁粉,将硅酸盐水泥部分替换为1.5%,2.5%,3.5%和5%。粘合剂比率的量被认为是恒定的。采用锥艾布拉姆斯方法确定了新鲜复合混凝土的可加工性;确定机械性能,包括在7、14和28天的抗压强度和拉伸强度,并通过吸水率和渗透性孔隙率评估耐久性。可以观察到,随着铁粉含量的增加,抗压强度和抗拉强度会发生变化,最高可达5%。然而,在2.5重量%的抗压强度和1.5重量%的抗拉强度下获得最大的改善。当铁粉量增加时,新鲜混合物的可加工性降低。观察到在替换为1.5重量%和2.5重量%时,孔隙率分别降低了21.88%和26.77%。此外,本研究显示了使用微粒材料改善混凝土性能的重要性和益处。

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