Effect of Iron Powder (Fe 2 O 3 ) on Strength, Workability, and Porosity of the Binary Blended Concrete

Moussa Anan Largeau, R. Mutuku, J. Thuo
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引用次数: 7

Abstract

In this study, the effect of iron powder (Fe2O3) 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.
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铁粉(fe2o3)对二元拌合混凝土强度、和易性和孔隙率的影响
试验研究了铁粉(Fe2O3)对二元配合比混凝土抗压强度、抗拉强度、和易性和孔隙率的影响。为此,波特兰水泥部分用1.5%、2.5%、3.5%、5%的铁粉称重代替。水胶比取恒定。采用锥形艾布拉姆斯法测定新拌混凝土的和易性;机械性能包括7天、14天和28天的抗压和抗拉强度,以及通过吸水率和渗透性孔隙率评估耐久性。结果表明,当铁粉添加量达到5%时,合金的抗压强度和抗拉强度发生变化。然而,最大的改进是获得2.5 wt%的抗压强度和1.5 wt%的抗拉强度。随着铁粉添加量的增加,新混合料的和易性降低。在1.5 wt%和2.5 wt%的替代条件下,孔隙度分别降低了21.88%和26.77%。此外,本研究还表明了利用微细颗粒材料改善混凝土性能的重要性和益处。
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