连续纤维水泥基复合材料的三维打印

Jean-François Caron, N. Ducoulombier, L. Demont, Victor De Bono, R. Mesnil
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引用次数: 0

摘要

过去几十年来,三维混凝土技术取得了重大发展。然而,未加固的打印构件通常不符合现有的建筑标准或法规,因此不能用作承重构件。研究与使用之间仍存在差距,尽管有多项建议,但仍有待为三维打印结构构件加固提供标准的商业解决方案。所提议的技术受到复合材料行业的启发,被称为增材制造中的流动拉挤技术。加固由长且排列整齐的纤维提供,并产生横向各向同性的复合砂浆。在这里,我们展示了第一个实验装置,以及对打印材料进行的材料测试。结果表明,拉伸强度和延展性都有所提高。目前正在与 XtreeE 公司合作开发工业原型。这种新设备可以打印出 1m50 的横梁,其内侧用碳纤维加固。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D Printing of Continuous-Fibers Cementitious Composites
Significant developments in 3D concrete have been made over the past few decades. Yet, unreinforced printed components generally do not comply with existing construction standards or regulations and are therefore not used as load-bearing components. There is still a gap between research and use, and despite several proposals, standard commercial solutions for the reinforcement of 3D-printed structural members are still awaited. The proposed technology is inspired by the composites industry and called flow-based pultrusion for additive manufacturing. The reinforcement is provided by long and aligned fibers, and produces a transverse isotropic composite mortar. Here we show the first experimental setup, and the material tests performed on the printed material. An increase in tensile strength and ductility is shown. An industrial prototype, in collaboration with the company XtreeE, is being developed. This new equipment has made it possible to print beams of 1m50 whose intrados is reinforced with carbon fibres.
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