Influence of Nano Silica On Properties of Cement Concrete

Rakesha K J, C. V. S. Nagendra, N. Jayaramappa
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Abstract

Concrete is a material that is extensively used in the building industry, whereas some flaws that cause it to lose performance and durability with time, including high permeability, microcracking, and uneven strength. Hence, to reduce these flaws, nanotechnology, specifically the incorporation of nanosilica (SiO2), addresses effectively. Nanosilica enhances concrete by promoting additional calcium silicate hydrate formation, refining the microstructure, and reducing permeability. These improvements make nanosilica beneficial for concrete properties and repair mortars. Hence The impact of nanosilica on different concrete qualities achieved by substituting different percentages of cement (0.5%, 1.0%, 1.5%, and 2.0%) for M25-grade concrete mix is demonstrated in this research work. To ascertain the mechanical Properties, such as compressive strength, split tensile strength, and flexural strength, specimens were cast using nano-Silica concrete. Split tensile and flexural strength are assessed at the age of 28 days, whilst compressive strength is assessed at 7, 14, 28, and 56 days. Results indicate that using nanosilica powder in concrete was able to increase the mechanical characteristics and reduce the density compared to a conventional mix of concrete. When 1.5% nanosilica is substituted for cement, the resulting material exhibits superior mechanical and durability qualities.
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纳米二氧化硅对水泥混凝土性能的影响
混凝土是一种广泛应用于建筑行业的材料,但随着时间的推移,混凝土会出现一些性能和耐久性下降的缺陷,包括高渗透性、微裂缝和强度不均匀。因此,为了减少这些缺陷,纳米技术,特别是纳米二氧化硅(SiO2)的加入,可以有效地解决这些问题。纳米二氧化硅可促进硅酸钙水合物的形成、细化微观结构并降低渗透性,从而增强混凝土的性能。这些改进使纳米二氧化硅有利于混凝土性能和修补砂浆。因此,在这项研究工作中,通过在 M25 级混凝土拌合物中替代不同比例的水泥(0.5%、1.0%、1.5% 和 2.0%),展示了纳米二氧化硅对不同混凝土质量的影响。为了确定抗压强度、劈裂拉伸强度和抗折强度等力学性能,使用纳米二氧化硅混凝土浇筑了试样。劈裂拉伸强度和弯曲强度在 28 天的龄期进行评估,而抗压强度则在 7 天、14 天、28 天和 56 天时进行评估。结果表明,与传统的混凝土混合料相比,在混凝土中使用纳米二氧化硅粉末能够提高机械特性并降低密度。当用 1.5% 的纳米二氧化硅替代水泥时,所产生的材料表现出更优越的机械性能和耐久性。
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