Evaluating The Impact of Pozzoloniz Additives On The Mechanical Properties of Fiber-Reinforced Concrete

Om prakash, Dr. R.R.L Birali
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Abstract

High-performance concrete (HPC) is defined as concrete that meets special combinations of performance and uniformity requirements that cannot always be achieved routinely using conventional constituents and normal mixing, placing, and curing practices. Ever since the term HPC was introduced into the industry, it has been widely used in large-scale concrete construction that demands high strength, high flowability, and high durability. High-strength concrete is always a type of HPC, but HPC is not always high-strength concrete. Specifying high-strength concrete does not ensure durability. Achieving a product that simultaneously fulfills all desired properties is challenging. Pozzolanic materials such as Ground Granulated Blast Furnace Slag (GGBS), silica fume, rice husk ash, fly ash, and high reactive metakaolin can be used in concrete as partial replacements for cement. These pozzolans are essential for producing HPC. In this study, X-ray diffraction (XRD) tests were conducted on these materials to analyze their constituents. Maintaining a minimal water-cement ratio is crucial, necessitating the use of superplasticizers, which play a significant role in HPC production. The study involved testing materials like rice husk ash, GGBS, and silica fume to achieve the desired properties. XRD tests were conducted on these pozzolanic materials to analyze their content. Synthetic fiber (Recron fiber) was added in varying percentages (0.0%, 0.1%, 0.2%, 0.3% by total weight of concrete), and concrete was cast. Additionally, different percentages of silica fume were used to replace cement while keeping the fiber content constant, and concrete was cast. Two types of cement were used: Portland slag cement and ordinary Portland cement. Mortar, cubes, cylinders, and prisms were prepared, followed by compressive, splitting tensile, and flexural tests. Porosity and permeability tests were also conducted. To achieve the performance characteristics not attainable with conventional concrete, numerous trial mixes were required to select the optimal material combinations. Keywords: High-Performance Concrete, Pozzolanic Additives, Fiber-Reinforced Concrete, Ground Granulated Blast Furnace Slag, Silica Fume, Rice Husk Ash, X-Ray Diffraction, Superplasticizer, Synthetic Fiber, Mechanical Properties, Durability.
评估 Pozzoloniz 添加剂对纤维增强混凝土力学性能的影响
高性能混凝土(HPC)是指满足性能和均匀性要求特殊组合的混凝土,而这些性能和均匀性要求无法通过常规的成分、正常的搅拌、浇筑和养护方法来实现。自从 HPC 这一术语被引入行业以来,它就被广泛应用于要求高强度、高流动性和高耐久性的大型混凝土施工中。高强度混凝土总是 HPC 的一种,但 HPC 并不总是高强度混凝土。指定使用高强度混凝土并不能确保耐久性。要使产品同时满足所需的所有性能是一项挑战。混凝土中可使用磨细高炉矿渣 (GGBS)、硅灰、稻壳灰、粉煤灰和高活性偏高岭土等混合材料作为水泥的部分替代品。这些胶凝剂对于生产 HPC 至关重要。本研究对这些材料进行了 X 射线衍射 (XRD) 测试,以分析其成分。保持最小的水灰比至关重要,因此必须使用超塑化剂,超塑化剂在 HPC 生产中发挥着重要作用。研究涉及测试稻壳灰、GGBS 和硅灰等材料,以达到所需的性能。对这些胶凝材料进行了 XRD 测试,以分析其含量。合成纤维(Recron 纤维)以不同的比例(占混凝土总重量的 0.0%、0.1%、0.2%、0.3%)加入,并浇注混凝土。此外,在保持纤维含量不变的情况下,使用不同比例的硅灰替代水泥,并浇筑混凝土。使用了两种水泥:硅酸盐矿渣水泥和普通硅酸盐水泥。制备了砂浆、立方体、圆柱体和棱柱体,然后进行了抗压、劈裂拉伸和弯曲试验。此外,还进行了孔隙率和渗透性测试。为了达到传统混凝土无法达到的性能特点,需要进行大量的混合试验,以选择最佳的材料组合。关键词高性能混凝土、水胶合添加剂、纤维增强混凝土、磨细高炉矿渣、硅灰、稻壳灰、X 射线衍射、超塑化剂、合成纤维、机械性能、耐久性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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