Potential utilization of recycled waste paper fibres in cement composites

N. Stevulova, V. Hospodárova, J. Junák
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引用次数: 4

Abstract

This paper deals with the utilization of waste paper fibres in cement composites. The characterization of  waste cellulosic fibres, their processing methods as well as the density and mechanical properties of cement-based composites with the 2 and 5 wt% fibre content of three fibre kinds compared to a composite based on 99.5 wt.% cellulosic fibre and the control sample without fibres are presented. It is shown that the density and mechanical properties of tested fibre-cement composites are affected by cellulosic fibre content and depend on the nature of fibres, their dimension and dispersion in the matrix. The density of each composite with fibre content was checked in a narrow range (1921–1968 kg/m 3 at 2 % and 5 % replacement of the filler). Composites with recycled waste paper fibres had an increasing character in the values of flexural strength up to 14.9 % in comparison with the wood pulp mortar sample. The compressive strength of composites with 2 % of filler replacement reached up to 18 MPa. However, the 5 % replacement of the filler caused a reduction in the compressive strength values to 7.5 % in comparison with the sample containing wood pulp after 28 days of hardening. DOI: http://dx.doi.org/10.5755/j01.ct.67.1.15001
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回收废纸纤维在水泥复合材料中的潜在利用
本文论述了废纸纤维在水泥复合材料中的应用。介绍了废纤维素纤维的特性、加工方法以及含2 wt%和5 wt%三种纤维的水泥基复合材料与含99.5% wt.%纤维素纤维的复合材料和不含纤维的对照样品的密度和力学性能。结果表明,所测纤维-水泥复合材料的密度和力学性能受纤维素纤维含量、纤维的性质、尺寸和在基体中的分散程度的影响。每种纤维含量的复合材料的密度都在一个狭窄的范围内进行了检查(1921-1968 kg/ m3,填料替换率为2%和5%)。与木浆砂浆样品相比,再生废纸纤维复合材料的抗弯强度值提高了14.9%。填料添加量为2%时,复合材料的抗压强度可达18 MPa。然而,在28天硬化后,与含有木浆的样品相比,5%填料的替换导致抗压强度值降低至7.5%。DOI: http://dx.doi.org/10.5755/j01.ct.67.1.15001
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