用麻辫增强石灰基灰泥作为可持续建筑产品

Antonio Davino, Emilia Meglio, A. Formisano
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引用次数: 3

摘要

可持续性对建筑行业至关重要:近几十年来,研究人员专注于用多种天然纤维补充建筑构件,评估其机械性能和应用领域。在这一领域,常见的抹布通常配有玻璃纤维网,以避免因收缩而产生裂缝。天然纤维,由于其高抗拉性,可以代表一个绿色的解决方案来解决这个问题。特别是,这项工作调查的性质和与大麻纤维获得的生物化合物的机械特性。第一阶段的目的是确定大麻纤维和砂浆之间的理想混合物,以提高和易性,避免改变水/石灰比。所进行的物理试验为评价化合物的一致性和可加工性提供了有用的信息。在这些初步结果的基础上,进行了纤维直径、麻纤维在砂浆中的百分比和麻编织碎片长度3个参数的10种组合试验。在力学性能中,对弯曲、压缩和拉伸性能进行了评估。在每次试验中,将纤维增强试样的性能与参考试样进行比较。从压缩试验中可以看出,直径为1毫米、长度为2厘米的纤维获得了最佳性能。另一方面,从弯曲试验中可以看出,长度为2厘米的辫子提供的平均弯曲应力比对照试样小13%左右。相反,与对照试样相比,长度为3cm的辫子平均增加了约8%的弯曲应力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Lime-Based Plaster Reinforced with Hemp Braids as Sustainable Building Product
Sustainability is of fundamental importance for the construction industry: in recent decades researchers focused on supplementing building components with multiple natural fibres, evaluating their mechanical performance and application fields. In this field, the common plasters are usually equipped with glass fibre mesh to avoid crack patterns due to shrinkage. Natural fibres, thanks to their high tensile resistance, can represent a green solution to solve this problem. In particular, this work investigates the properties and the mechanical characteristics of a biocompound obtained with hemp fibres. The first phase aims at identifying the ideal mixture between hemp fibres and mortar to improve workability and avoid altering the water/lime ratio. The performed physical tests provide useful information for the evaluation of the consistency and the workability of the compound. Based on these preliminary results, 10 combinations of 3 parameters, namely fibre diameter, percentage of hemp fibre in the mortar and length of the hemp braid fragments, are tested. Among the mechanical properties, bending, compressive and tensile behaviours are evaluated. For each test, the performances of fibre-reinforced samples are compared to reference specimens. From compressive tests it is noted that the best performances were obtained from fibres with diameter of 1 mm and length of 2 cm. On the other hand, from flexural tests, it is seen that braids with a length of 2 cm provide an average bending stress about 13% less than that of the control specimen. Contrarily, braids with a length of 3 cm give a mean increase of bending stress of about 8% compared to the control specimen.
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