掺加玄武岩纤维混凝土强度特性研究

Dr. L.Rama Prasad Reddy, S. Rao, R. Madhuri, S. Krishna, A. Srinivasrao, Y. Venkatesh, K. Reddy
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引用次数: 0

摘要

混凝土是世界上最古老和最广泛使用的建筑材料之一,主要是因为它便宜且易得。在当代建筑的各个领域,混凝土已成为结构的关键组成部分。很难找到另一种像混凝土一样用途广泛的建筑材料。当需要强度、耐久性、抗渗性、耐火性和抗吸收性时,混凝土是理想的材料。本研究的主要目的是比较普通M30级混凝土与玄武岩纤维混凝土在抗压、弯曲和劈裂抗拉强度方面的差异。玄武岩纤维是一种由微小的玄武岩纤维形成的物质,这种纤维自然存在于火山岩中,是熔岩冻结的结果。在航空航天和汽车工业中,它被用作耐火纺织品。纤维通常被添加到混凝土中以增强其结构稳定性。玄武岩纤维由于其卓越的品质,如耐腐蚀和低导热性,是目前越来越突出的纤维之一。此外,它还增加了混凝土的韧性、抗弯强度和抗拉强度。重要的混凝土建筑,如核电站、道路和桥梁,可以使用它来延长它们的寿命。本研究考虑的可变因素为M30级混凝土立方体、圆柱体和梁,浇筑并在便携式水中固化28天。立方体的尺寸为150 × 150 × 150毫米,圆柱体的尺寸为150毫米(直径)× 300毫米(深度),梁的尺寸为500 × 100 × 100毫米。然后,在第7、14和28天,使用含玄武岩纤维和不含玄武岩纤维的普通混凝土检测试件的劈裂抗拉强度、弯曲强度和抗压强度。
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A Study on Strength Characteristics of Concrete by Addition of Basalt Fiber
Concrete is one of the oldest and most widely used building materials in the world, mostly because it is inexpensive and readily available. In all areas of contemporary construction, concrete has become a key component of structures. It is challenging to name another building material that is as versatile as concrete. When strength, durability, impermeability, fire resistance, and absorption resistance are needed, concrete is the ideal material to use. This study's main goal is to compare plain M30 grade concrete to basalt fiber concrete in terms of compressive, flexural, and splitting tensile strength. Basalt fiber is a substance created from the incredibly tiny basalt fibers that naturally occur in volcanic rocks that are the result of frozen lava. In the aerospace and automobile industries, it is utilized as a fire-resistant textile. Fibers are typically added to concrete to strengthen its structural stability. Due to its remarkable qualities, such as resistance to corrosion and low thermal conductivity, basalt fiber is currently among the fibers that is gaining more prominence. Additionally, it increases the concrete's toughness, flexural strength, and tensile strength. Important concrete constructions like nuclear power stations, roads, and bridges can employ it to prolong their lifespan. The variable factors taken into account in this study were M30 grade concrete cubes, cylinders, and beams, which were cast and cured in portable water for 28 days. The cubes' dimensions were 150 x 150 x 150 mm, the cylinders' dimensions were 150 mm (dia) x 300 mm (depth), and the beams' dimensions were 500 x 100 x 100 mm. Then, at 7, 14, and 28 days, the specimens were examined for split tensile strength, flexural strength, and compression strength using ordinary concrete with and without basalt fiber.
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