TO STUDY THE AFFECT OF SILICA FUME AND STEEL FIBER ON STRENGTH OF CONCRETE BY PARTIAL REPLACEMENT OF CEMENT

Omprakash Devenda, Ramanuj Jaldhari
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Abstract

In this work evaluate the performance of concrete with silica fume and also replace cement by steel fiber. Silica fume use as a mineral admixture in the concrete work for improves the workableproperties and strength properties of concrete in this study use ordinary Portland cement (43 Grade). In this study silica fume has beenreplacedin ordinary Portland cement(43 Grade) cement,which vary2.5% to 10% at an interval of 2.5% by weight of ordinary Portland cement43 Grade and also steel fiberreplaced inordinary Portland cementwhich varies 2.5% to 10% at an interval of 2.5% by weight of OPC cement. A total24 mixes (trial mix, control mix and variation mix) were prepared for M35concrete &M40of concrete. In this study examine the performance of Cube Compressive strength for 7days and 28 days,Beam Flexural strength28 days and Cylinder Splitting tensile strengthfor 28 days respectively. Total numbercubesspecimen140, cylinders 60 and beams60, which were cast for influence of silica fume and steel fiberon concrete. These Concrete cubes, beams, cylinders specimens were cured in waterunder normal atmospheric temperature. On the basis of result thatsilica fume and steel fiberconcrete was found to increase in all strength and durability of variation mix of concrete on all age when compared to normal concrete.Its use should be promoted for better performance as well as for environmental sustainability.
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通过部分替代水泥,研究硅灰和钢纤维对混凝土强度的影响
本文评价了硅灰混凝土的性能,并用钢纤维代替水泥。硅灰作为矿物掺合料用于混凝土施工,以改善混凝土的工作性能和强度性能,本研究使用普通硅酸盐水泥(43级)。在本研究中,硅灰在普通硅酸盐水泥(43级)中被取代,在普通硅酸盐水泥(43级)中,硅灰在普通硅酸盐水泥(43级)中以2.5%的重量为间隔变化2.5%至10%,钢纤维在OPC水泥(43级)中以2.5%的重量为间隔变化2.5%至10%。m35混凝土和m40混凝土共配制了24种配合比(试验配合比、对照配合比和变异配合比)。本研究分别检测了立方体抗压强度为7天和28天,梁抗弯强度为28天,圆柱体劈裂抗拉强度为28天的性能。为研究硅灰和钢纤维混凝土的影响,共浇筑了试件140个,圆柱60个,梁60个。这些混凝土立方体、梁、柱试件在常温下在水中固化。在此基础上,发现硅灰和钢纤维混凝土在不同龄期混凝土的强度和耐久性均比普通混凝土有所提高。应促进其使用,以提高性能和环境可持续性。
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