Effects of Kenaf Fibre on Fresh Properties of Fibrous Concrete

E. Ogunbode, Y. Garba, B. Musa, M. Oliver, N. S. Daniya, C. U. Ekekezie
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引用次数: 1

Abstract

As a result of global quest for sustainable materials to achieve a bio based economy and low carbon foot print environment, the use of fibre to produce fibrous concrete composite has continuously received significant research attention. While several researches have been conducted on metallic and synthetic fibrous concretes, they exhibit several unavoidable drawbacks and bio fibrous concrete has proven to be a better alternative. Therefore, the effect of fibre volume fraction and fibre length on fresh properties of concrete was investigated. The bio fibrous concrete mix was made of six different fibre volume fractions (0.25%, 0.5%, 0.75%, 1%, 1.5% and 2%) and corresponding three different fibre lengths of 25 mm, 50 mm and 75 mm. A concrete mix proportion of grade 30 N/mm2 at 28 days target strength was prepared. A total of 19 different concrete mixes comprising of one PC mix was the control for the experiment, and 18 different mixes of Kenaf bio fibrous concrete composite (KBFCC) at varying fibre volume fraction (vf) and fibre length (lf) were tested. These mixes were tested for workability (slump, compacting factor and Vebe test) and fresh density. The slump and Vebe time for KBFCCs were 5–100 mm and 3–79 seconds respectively. The slump and Vebe time for PC were 120 mm and 3 seconds respectively. A significant drop from 0.951 to 0.809 for fibre length of 25 mm, 0.947 to 0.799 for fibre length of 50 mm and 0.931 to 0.793 for fibre length of 75 mm was observed for the compacting factor value. Though, KBFCC with fibre content below 1% was workable in spite of its low slump, its high Vebe time and low compacting factor. For fibre volume of 1% and above, the workability of concrete decreased and became very stiff with balling effect. It was seen that fresh density of PC concrete (2358 kg/m3) was higher compared to those of KBFCC (2105-2339 kg/m3), however, both values were lower than 2400 kg/m3 threshold specified by the BS code of practice. The study therefore recommended that fibre contents lesser than 1% and 50 mm length can be used in order to have good fresh properties performance.
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红麻纤维对纤维混凝土新鲜性能的影响
由于全球对可持续材料的追求,以实现生物经济和低碳足迹环境,使用纤维生产纤维混凝土复合材料一直受到重要的研究关注。虽然对金属纤维混凝土和合成纤维混凝土进行了一些研究,但它们存在一些不可避免的缺点,生物纤维混凝土已被证明是更好的替代品。为此,研究了纤维体积分数和纤维长度对混凝土新性能的影响。生物纤维混凝土混合料由6种不同的纤维体积分数(0.25%、0.5%、0.75%、1%、1.5%和2%)和相应的25 mm、50 mm和75 mm三种不同的纤维长度组成。配制了28天目标强度下混凝土配合比为30 N/mm2的混凝土。以1种PC混合料为对照,共配制了19种不同的红麻生物纤维混凝土复合材料(KBFCC),并对18种不同纤维体积分数(vf)和纤维长度(lf)的红麻生物纤维复合材料(KBFCC)进行了试验。测试了这些混合料的和易性(坍落度、压实系数和Vebe试验)和新鲜密度。kbfcc的坍落度为5 ~ 100 mm, Vebe时间为3 ~ 79 s。PC的坍落度和Vebe时间分别为120 mm和3 s。当纤维长度为25 mm时,压实系数值从0.951降至0.809,当纤维长度为50 mm时,压实系数值从0.947降至0.799,当纤维长度为75 mm时,压实系数值从0.931降至0.793。而纤维含量在1%以下的KBFCC虽然坍落度低、发泡时间长、压实系数低,但仍是可行的。当纤维体积大于等于1%时,混凝土的和易性降低,并产生成球效应。可以看出,PC混凝土的新密度(2358 kg/m3)高于KBFCC (2105-2339 kg/m3),但两者均低于BS规范规定的2400 kg/m3阈值。因此,为了获得良好的保鲜性能,建议采用纤维含量小于1%,长度为50mm的材料。
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