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3D打印混凝土增强技术研究进展

毛宇飞 郭增辉 陈晖 张杰 罗健林 刘超 商怀帅

硅酸盐通报2024,Vol.43Issue(5):1557-1568,12.
硅酸盐通报2024,Vol.43Issue(5):1557-1568,12.

3D打印混凝土增强技术研究进展

Study Progress on Reinforcement Technology for 3D Printing Concrete

毛宇飞 1郭增辉 1陈晖 1张杰 2罗健林 3刘超 4商怀帅2

作者信息

  • 1. 中国水利水电第五工程局有限公司,成都 610066
  • 2. 青岛理工大学土木工程学院,海洋混凝土技术教育部工程研究中心,青岛 266520
  • 3. 中国水利水电第五工程局有限公司,成都 610066||青岛理工大学土木工程学院,海洋混凝土技术教育部工程研究中心,青岛 266520
  • 4. 青岛理工大学土木工程学院,海洋混凝土技术教育部工程研究中心,青岛 266520||东南大学材料科学与工程学院,南京 211189
  • 折叠

摘要

Abstract

3D printing technology has disrupted the traditional manufacturing process,which covers widespread applications across various sectors,including aerospace,automotive,medical,construction and cultural innovation engineering.The sources of concrete raw materials are wide and low in cost,having good placeability,and widely used in civil infrastructure.In the context of modern information and automation,3D printing technology combined with concrete produces 3D printing concrete(3DPC)can not only effectively save raw materials and environmentally friendly construction,but also enable more flexible construction of various types of assembled structures with high automation.However,3DPC still has many limitations,such as low tensile strength,inferior earthquake resistance,reinforcement problems and low inter-layer bonding strength,etc.Various reinforcement techniques need to be developed to improve performance.Here,this paper focuses on the impact of various reinforcing techniques involving steel bar reinforcement,fiber reinforcement,and other reinforcement methods,on the performances of 3DPC,and expounds the possible problems and future development trends.

关键词

3D打印/混凝土/增强技术/打印性能/力学性能/纤维

Key words

3D printing/concrete/reinforcement technology/printing property/mechanical property/fiber

分类

建筑与水利

引用本文复制引用

毛宇飞,郭增辉,陈晖,张杰,罗健林,刘超,商怀帅..3D打印混凝土增强技术研究进展[J].硅酸盐通报,2024,43(5):1557-1568,12.

基金项目

中国水利水电第五工程局有限公司合作项目(B2-2023-0014) (B2-2023-0014)

国家自然科学基金(51878364) (51878364)

山东省自然科学基金(ZR2023ME011) (ZR2023ME011)

国家111计划、省高峰学科资助 ()

硅酸盐通报

OA北大核心CSTPCD

1001-1625

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