印刷和浇铸水泥复合材料的早期蠕变和收缩性能

R. Gailitis, Pauls Pudans, Krists Ziemelis, G. Bumanis, A. Sprince
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引用次数: 0

摘要

近年来,3D打印越来越多地应用于建筑和建筑元素的开发中。大多数印刷结构都受到垂直于铺层方向的压缩。当以这种方式施加载荷时,印刷结构表现出与砌体结构相似的特性。然而,随着3D打印技术和应用的发展,结构也变得更加复杂,不仅要承受直接压缩,还要承受其他应力。在本文中,在与层铺设方向相同的荷载作用下,确定了3d打印试件的长期性能和抗压强度。并与相同成分的铸造试样进行了长期性能和力学性能的比较。结果表明:打印试样的抗压强度比铸造试样低2倍以上,而蠕变性能略低;
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Early-Age Creep and Shrinkage Properties of Printed and Cast Cement Composite
: In recent years, 3D printing has been more and more used in the development of buildings and building elements. Mostly-printed structures are subjected to compression that is oriented perpendicular to the layer laying direction. When applying load in this way, the printed structure exhibits characteristics similar to masonry structures. However, as the technology and application of 3D printing develop, the structures also become more complicated and subjected not only to direct compression but other stresses as well. In this paper, long-term properties together with compressive strength were determined for 3D-printed specimens with load applied in the same direction as the layers are laid. The long-term and mechanical properties were compared with cast same-composition specimens. Results show that for the printed specimens, the compressive strength was more than two times lower than cast specimens, while the creep properties were slightly lower for the printed specimens.
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