灵活性(工程)
胶凝的
建筑工程
3D打印
钢筋
持续性
比例(比率)
过程(计算)
工作(物理)
工程类
制造工程
建筑工程
土木工程
计算机科学
机械工程
材料科学
结构工程
水泥
复合材料
操作系统
物理
统计
生物
量子力学
数学
生态学
作者
Ghafur H. Ahmed,Nasih Habeeb Askandar,Ghazi Bahroz Jumaa
出处
期刊:Structures
[Elsevier]
日期:2022-09-01
卷期号:43: 508-532
被引量:9
标识
DOI:10.1016/j.istruc.2022.06.068
摘要
3D concrete printing (3DCP) is the additive manufacturing (AM) with the use of cementitious materials. It is a layer-by-layer new construction method which can provide design flexibility, minimize material waste, improve sustainability, decrease construction period, reduce labor requirements, increase site safety and significantly reduce the overall costs. In past 10 years, significant improvements have been made in developing concrete printers to transfer 3DCP from lab-scale to the real construction-scale. In this paper, the existing techniques that have been applied in construction of largescale 3DCP are presented. The recent literature is explored for new mix characteristics, printing process parameters, insight relations of flowability-extrudability-buildability, the hardened and mechanical properties of extrusion-based 3DPC. In addition, this paper investigated the different applied techniques for reinforcing of 3DPC structures in details, because to date, the largest challenge that faced 3DPC structures is the lack of appropriate methods of reinforcement. Overall, this work presents a comprehensive systematic review of 330 most recent publications in this field, with the focus on the last 3 years.
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