Effect of Carbon Fibers on some Properties of Pervious Concrete Containing Brick Waste

Dumoaa Jawad Kazem, N. Aljalawi
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Abstract

Pervious concrete, or "porous concrete," is characterized by its sand-free mixture. Therefore, it is classified as a type of lightweight concrete. Due to the trend towards using sustainable materials to preserve the environment by getting rid of waste and reducing carbon dioxide production, four mixtures were prepared in this research. The first mixture was used to control the mixture. Second, 30 % of the volume of coarse aggregate was replaced with brick waste aggregate. After that, 10% of the Cement was replaced by metakaoline. Finally, carbon fibre was added by 1% of the weight of the Cement. Compressive strength, Density, and flexural strength tests were conducted. The results of the tests demonstrated that the previous concrete mixture, including 30% crushed brick, 10% metakaolin, and 1% carbon fibres, had greater compressive strength at 7 and 28 days of curing than a mix containing 30% brick waste. The Density of pervious concrete, which contains waste, decreased compared to that of the original concrete. Adding carbon fibres led to a slight improvement in compressive strength and a good improvement in the flexural and splitting tests compared with the mixture containing brick waste and Metakaolin.
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碳纤维对含砖废料透水混凝土某些性能的影响
透水混凝土或 "多孔混凝土 "的特点是不含沙子的混合物。因此,它被归类为轻质混凝土的一种。由于使用可持续材料的趋势是通过消除废物和减少二氧化碳的产生来保护环境,因此本研究制备了四种混合物。第一种混合物用于控制混合物。其次,30% 的粗骨料用砖废骨料代替。然后,用偏高岭土替代 10%的水泥。最后,加入占水泥重量 1%的碳纤维。进行了抗压强度、密度和抗折强度测试。试验结果表明,与含有 30% 砖废料的混合物相比,含有 30% 碎砖、10% 偏高岭土和 1% 碳纤维的前一种混凝土混合物在养护 7 天和 28 天后的抗压强度更大。与原来的混凝土相比,含有废料的透水混凝土的密度有所下降。与含有砖块废料和偏高岭土的混合物相比,添加碳纤维后,抗压强度略有提高,抗折和劈裂试验也有很好的改善。
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