废弃尼龙渔网作为水泥砂浆中的纤维增强材料

L. Ottosen, Simon Svensson, I. M. Bertelsen
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引用次数: 7

摘要

这项工作建立在利用从废弃渔网中切割的纤维作为纤维增强混凝土的想法之上。对废弃渔网用尼龙6长丝纤维进行了试验研究。差示扫描量热法证实网是尼龙6。扫描电镜(SEM)显示,多丝由直径24 ~ 31 μm的单丝扭曲而成。聚丝的直径约为1.2 mm。调查包括两个主要部分;聚丝的性能及加筋砂浆试件的性能。与新尼龙6的抗拉强度(540-1080 MPa)相比,即使考虑到对聚丝的抗拉强度进行测量,聚丝的抗拉强度约为260 MPa。杨氏模量的下降幅度更大,仅为330 MPa,而新尼龙6的杨氏模量为1-3 GPa。长时间暴露在紫外线辐射下,尼龙6会发生光氧化降解,这被认为是抗拉强度和弹性丧失的主要原因。其他几项报告废弃尼龙渔网特性的研究也报告了损失。砂浆试样用0.5 ~ 2.0 wt.%废渔网纤维加固。抗折强度和抗压强度均较对照略有下降,但纤维增强砂浆试件均表现出可观的峰后资源,韧性指数(I5)约为5。相比之下,砂浆棱柱是用商业纤维加固的,其中I5约为7,即更高,但是用废弃渔网聚丝获得的结果在用作混凝土纤维加固方面仍然非常令人鼓舞。
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DISCARDED NYLON FISHING NETS AS FIBRE REINFORCEMENT IN CEMENT MORTAR
This work builds on an idea of utilizing fibres cut from waste fishing nets for fibre reinforcement of concrete. An experimental investigation of waste fishing net polyfilament fibres of nylon 6 is reported. Differential Scanning Calorimetry confirmed the net to be nylon 6. SEM images showed that the polyfilaments consisted of twisted monofilaments (diameter 24–31 μm). The diameter of the polyfilaments was about 1.2 mm. The investigation consists of two major parts; properties of the polyfilaments and properties of mortar specimens reinforced with the polyfilaments. The tensile strength of the polyfilaments was about 260 MPa, which is low compared to the 540–1080 MPa for new nylon 6 even considering that the tensile strength was measured for polyfilaments. An even larger decrease was seen for Youngs Modulus, which was found to only about 330 MPa compared to 1–3 GPa for new nylon 6. On exposure to UV radiation over a long period, nylon 6 undergo photo-oxidative degradation and this is suggested to be the major cause for the loss of tensile strength and elasticity. The few other studies reporting properties of waste nylon 6 fishing nets also reports losses. Mortar specimens were reinforced with 0.5 to 2.0 wt.% waste fishing net fibres. Both flexural strength and compressive strength decreased slightly compared to the reference, but the fibre-reinforced mortar specimens all showed considerable post-peak resources and the toughness index (I5) was about 5. For comparison, mortar prisms were reinforced with commercial fibres, and for these the I5 was about 7, i.e. higher, but the results obtained with the waste fishing net polyfilaments were still highly encouraging in relation to use as fibre reinforcement of concrete.
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