再生纤维与混杂纤维增强自密实混凝土受弯性能研究

M. Pająk
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引用次数: 0

摘要

在本研究中,来自报废轮胎的钢纤维被用作自密实混凝土的增强材料。测试了再生纤维及其与玻璃纤维或聚丙烯纤维混合(混杂料)对SCC弯曲性能的影响。研究表明,1.5%的再生纤维在SCC基质中是非常有效的。试验中获得的残余抗弯抗拉强度值将R-SCC分类为常规钢筋的部分替代品。在R-SCC中加入其他类型的纤维,进一步增强了抗弯参数,但对纤维在混合料中的分布没有负面影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on the recycled and hybrid fibre reinforced self-compacting concrete under flexure
In the present study the steel fibres coming from the end-of-life tires were applied as a reinforcement of self-compacting concrete. The influence of the recycled fibres and their mixture with glass or polypropylene fibres (hybrid mixes) on the flexural behaviour of SCC was tested. The research revealed that the dosage of 1.5% of recycled fibres is highly effective in the SCC matrix. The values of the residual flexural tensile strengths obtained in the tests classified the R-SCC to be used as a partial replacement of the conventional reinforcement. The addition of other types of fibres to R-SCC caused the further enhancement of flexural parameters with no negative effect on the distribution of the fibres in the mix.
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CiteScore
0.30
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