直筋在3DCP柱与剪力墙中的集成策略

Ana Anton, L. Reiter, Eleni Skevaki
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引用次数: 0

摘要

3D混凝土打印(3DCP)是最常用的混凝土数字制造工艺之一,因为它允许将混凝土塑造成自由形状的几何形状,从而优化材料的使用,而不需要模板。尽管该技术最近取得了进步,但结合加固仍然是其主要缺点之一,阻碍其在结构应用中使用。提出的工作提出了一个相交直钢筋的对角线网格作为3DCP的加固策略。通过在两个方向上作为加固的向导,由此产生的网格晶格提供了结构效率,并利用了制造过程的几何自由度,在印刷过程中集成了开放的通道。这些既可以作为浇注结构混凝土的模板,也可以作为后张拉的渠道。建筑构件总体上使用较少的混凝土和线形廉价的钢筋。这种设计策略在一系列柱和墙元素中进行了测试,并可以进一步扩展到板。从结构的角度来看,物化原型应该针对现有的钢筋混凝土结构系统进行测试和评估。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strategies for Integrating Straight Rebar in 3DCP Columns and Shear Walls
3D Concrete Printing (3DCP) is one of the most used digital fabrication processes with concrete as it allows the shaping of concrete into freeform geometries that optimize material use without the need for formworks. Despite the recent advancements of the technology, incorporating reinforcement remains one of its main shortcomings that obstruct it from being used in structural applications. The presented work proposes a diagonal grid of intersecting straight rebars as a reinforcement strategy for 3DCP. By acting as a guide for reinforcement in two directions, the resulting diagrid lattice offers structural efficiency and takes advantage of the geometric freedom of the fabrication process to integrate open channels during printing. Those can serve either as formwork for casting structural concrete or as channels for post-tensioning. The building components use less amount of concrete overall together with linear, inexpensive rebars. This design strategy was tested in a series of columns and a wall element and could be further extended to slabs. From a structural standpoint, the materialized prototypes should be tested and evaluated against existing structural systems for reinforced concrete.
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