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Injection 3D Concrete Printing (I3DCP): Basic Principles and Case Studies

机译:注射3D混凝土印刷(I3DCP):基本原理和案例研究

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摘要

Today, the majority of research in 3D concrete printing focuses on one of the three methods: firstly, material extrusion; secondly, particle-bed binding; and thirdly, material jetting. Common to all these technologies is that the material is applied in horizontal layers. In this paper, a novel 3D concrete printing technology is presented which challenges this principle: the so-called Injection 3D Concrete Printing (I3DCP) technology is based on the concept that a fluid material (M1) is robotically injected into a material (M2) with specific rheological properties, causing material M1 to maintain a stable position within material M2. Different to the layered deposition of horizontal strands, intricate concrete structures can be created through printing spatially free trajectories, that are unconstrained by gravitational forces during printing. In this paper, three versions of this method were investigated, described, and evaluated for their potential in construction: A) injecting a fine grain concrete into a non-hardening suspension; B) injecting a non-hardening suspension into a fine grain concrete; and C) injecting a fine grain concrete with specific properties into a fine grain concrete with different properties. In an interdisciplinary research approach, various material combinations were developed and validated through physical experiments. For each of the three versions, first architectural applications were developed and functional prototypes were fabricated. These initial results confirmed both the technological and economic feasibility of the I3DCP process, and demonstrate the potential to further expand the scope of this novel technology.
机译:如今,有关3D混凝土打印的大多数研究都集中在以下三种方法之一:其次是颗粒床结合。第三,材料喷射。所有这些技术的共同点是将材料应用于水平层。在本文中,提出了一种新颖的3D混凝土打印技术,该技术对这一原理提出了挑战:所谓的3D混凝土打印(I3DCP)技术基于将流体材料(M1)自动注入材料(M2)的概念。具有特定的流变性质,导致材料M1在材料M2中保持稳定的位置。与水平线的分层沉积不同,可以通过打印不受打印过程中的重力约束的空间自由轨迹来创建复杂的混凝土结构。在本文中,研究,描述和评估了该方法的三种版本在施工中的潜力:A)将细粒混凝土注入非硬化性悬浮液中; B)向细粒混凝土中注入非硬化悬浮液; C)将具有特定性能的细颗粒混凝土注入具有不同性能的细颗粒混凝土中。在跨学科研究方法中,开发了各种材料组合并通过物理实验进行了验证。对于这三个版本中的每个版本,都开发了第一个体系结构应用程序并制造了功能原型。这些初步结果证实了I3DCP工艺的技术和经济可行性,并展示了进一步扩展这一新技术范围的潜力。

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