3D concrete printing for structural applications

F. Bos, Z. Ahmed, C. Rodriguez, S. Figueiredo
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Abstract

Recent years have seen a rapid growth of additive manufacturing methods for concrete construction. Potential advantages include reduced material use and cost, reduced labor, mass customization and CO2 footprint reduction. None of these methods, however, has yet been able to produce additively manufactured concrete with material properties suitable for structural applications, i.e. ductility and (flexural) tensile strength. In order to make additive manufacturing viable as a production method for structural concrete, a quality leap had to be made. In the project ‘3D Concrete Printing for Structural Applications’, 3 concepts have been explored to achieve the required structural performance: applying steel fiber reinforcement to an existing printable concrete mortar, developing a strain-hardening cementitious composite based on PVA fibers, and embedding high strength steel cable as reinforcement in the concrete filament. Whereas the former produced only an increase in flexural tensile strength, but limited post-peak resistance, the latter two provided promising strain hardening behavior, thus opening the road to a wide range of structural applications of 3D printed concrete.
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用于结构应用的3D混凝土打印
近年来,混凝土施工的增材制造方法快速增长。潜在的优势包括减少材料使用和成本,减少劳动力,大规模定制和减少二氧化碳足迹。然而,这些方法中没有一种能够生产出具有适合结构应用的材料性能的添加剂制造混凝土,即延展性和(弯曲)抗拉强度。为了使增材制造作为结构混凝土的生产方法可行,必须进行质量飞跃。在“结构应用的3D混凝土打印”项目中,探索了3个概念来实现所需的结构性能:将钢纤维加固到现有的可打印混凝土砂浆中,开发基于PVA纤维的应变硬化胶凝复合材料,以及在混凝土细丝中嵌入高强度钢索作为加固。前者只增加了弯曲抗拉强度,但限制了峰后阻力,后两者提供了有希望的应变硬化行为,从而为3D打印混凝土的广泛结构应用开辟了道路。
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