鸡毛和合成毛纤维对联锁混凝土砌块力学和微观结构性能的研究

S. O. Adetola
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摘要

为了提高混凝土结构的质量和性能,特别是其渗透性和耐久性,人们做出了努力。混凝土是一种非均质材料,包含几种成分(砂、骨料、水泥等),它们的大小和几何形状各不相同,它们在混凝土外壳中的位置是随机分布的,甚至在经历任何形式的机械载荷之前就会产生缺陷。在本试验中,A ~ E样品中鸡毛纤维(CFF)和合成毛纤维(SHF)的重量比分别变化0%、1.5%、2.5%、3.5%和5%。测定了材料的物理力学性能,如吸水率(WA)、厚度膨胀率(TS)、抗压强度和劈裂抗拉强度。结果表明:纤维混凝土砌块的WA和TS性能随CFF和SHF占比和养护天数的减少而降低,最大值为10.01,最小值为0.14;A试样的抗压强度随龄期的增加而增加,从7天的16.98MPa增加到28天的20.66MPa, B试样的抗压强度在14天达到最高,为9.98 MPa,其他试样的抗压强度逐渐降低。试样A的劈裂抗拉强度(STS)随养护天数的增加而增加,从9.84MPa增加到13.64MPa,而试样B的劈裂抗拉强度从5.43MPa减少到4.79MPa,在养护7 ~ 21 d时增加到4.92MPa。样品C、D、E的变化趋势与样品b相同。SEM研究表明,含有0%鸡毛和合成毛纤维的联锁混凝土块(ICB)具有脆性特征,而含有不同重量百分比鸡毛和合成毛纤维的其他样品具有延展性特征。CFF和SHF增强纤维混凝土的WA、TS、CS和STS。
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Investigative Study of Chicken Feather and Synthetic Hair Fibre on Mechanical and Microstructural Properties of Interlocking Concrete Block
Efforts have been made to improve the quality and performance of concrete structures especially its permeability and durability properties. Concrete is a heterogeneous material containing several components (sand, aggregate, cement, etc.) which vary in size and geometry, and their positions in the concrete enclosure are randomly distributed, giving them defects even before experiencing any form of mechanical loading. In this study, the compositions of Chicken Feather Fibre (CFF) and Synthetic Hair Fibre (SHF) by weight were varied by 0%, 1.5%, 2.5%, 3.5% and 5% for Samples A to E respectively. Physical and Mechanical properties such as water absorption (WA), thickness swelling (TS), compressive and split tensile strength were determined. Results showed that WA and TS property of the fibre reinforced concrete block decreased with decrease in percentage by weight of CFF and SHF and curing days with highest value being 10.01 to a lowest value of 0.14. Also, compressive strength (CS) for sample A increased with increase in curing days from 16.98MPa at 7 days to 20.66MPa at 28 days and sample B has its highest CS at 14 days with 9.98 MPa while other samples decreased progressively. Split Tensile Strength (STS) for sample A increases with increase in curing days from 9.84MPa to 13.64MPa while sample B decreases from 7 to 21 days of curing from 5.43MPa to 4.79MPa and increased at 28 days to 4.92MPa. Samples C, D and E follow same trend as sample B. The SEM study shows that the interlocking concrete block (ICB) containing 0% of chicken feather and synthetic hair fibre has brittle characteristics while other samples containing different percentage by weight of chicken feather and synthetic hair fibre shows ductile characteristics. CFF and SHF enhanced WA, TS, CS and STS of fibre reinforced concrete.
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