打印混凝土与钢筋的黏结性能试验研究

武雷; 杨威; 孙远; 康强; 万志明

doi:10.13204/j.gyjzG20011603

打印混凝土与钢筋的黏结性能试验研究

doi: 10.13204/j.gyjzG20011603

东南大学土木工程学院, 南京 210000

基金项目:

国家重点研发计划资助（2018YFC0705800）。

详细信息

作者简介:
武雷,男,1971年出生,博士,副教授。电子信箱:1293539197@qq.com

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- 文章访问数: 111
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- 被引次数: 6
出版历程
- 收稿日期: 2020-07-18
- 网络出版日期: 2021-03-31

EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR

School of Civil Engineering, Southeast University, Nanjing 210000, China

摘要

摘要: 采用逐条挤出、层叠成型的混凝土打印工艺使得打印混凝土材料力学性能呈现明显的各向异性，加之其配筋方式受限于打印工艺，仅可在水平层间放置钢筋再叠层打印，使得打印混凝土与钢筋的黏结性能受打印工艺、钢筋放置等诸多因素影响。通过设计正交试验研究了钢筋直径、打印混凝土材料强度、打印工艺、钢筋置入方式对钢筋与打印混凝土材料黏结性能的影响规律，得出应优先采用顺纹打印工艺并埋入放置钢筋的方式，以提高钢筋与打印混凝土的黏结性能。
- 3D打印材料 /
- 钢筋 /
- 黏结性能 /
- 正交试验
Abstract: The concrete printing process of one-by-one extrusion and layer forming makes the mechanical properties of the printed concrete material show obvious anisotropy. In addition, the reinforcement method is limited by the printing process. Rebar can only be placed between horizontal layers and then laminated to print. The bonding performance between concrete and steel bars is affected by many factors such as printing process and steel bar placement. In this paper, the effects of steel bar diameter, strength of printed concrete, printing technology and placement of steel bar on the bonding properties of steel bar and printed concrete were studied by designing orthogonal experiment. It is concluded that the method of printing along the lines should be preferentially used and the method of embedding the reinforcing bars should be buried to improve the bonding performance between the reinforcing bars and the printed concrete.
- 3D printing materials /
- rebar /
- bond performance /
- orthogonal test

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参考文献(17)

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施引文献

期刊类型引用(2)

1.	巫嘉鑫，王雨，武雷. 原位打印混凝土板受力性能试验研究. 工业建筑. 2023(10): 61-67+93 . 本站查看
2.	孙晓燕，叶柏兴，王海龙，陈龙. 3D打印混凝土材料与结构增强技术研究进展. 硅酸盐学报. 2021(05): 878-886 . 百度学术