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

• “3D 打印无机非金属材料”专题(II) • 上一篇    下一篇

3D打印混凝土增强技术研究进展

毛宇飞1, 郭增辉1, 陈晖1, 张杰2, 罗健林1,2, 刘超2,3, 商怀帅2   

  1. 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.东南大学材料科学与工程学院,南京 211189
  • 收稿日期:2023-12-07 修订日期:2024-02-12 出版日期:2024-05-15 发布日期:2024-06-06
  • 通信作者: 罗健林,博士,教授。E-mail: lawjanelim@qut.edu.cn.
  • 作者简介:毛宇飞(1968—),男,高级工程师。主要从事现代混凝土工程施工技术的研究。E-mail:434375910@qq.com
  • 基金资助:
    中国水利水电第五工程局有限公司合作项目(B2-2023-0014);国家自然科学基金(51878364);山东省自然科学基金(ZR2023ME011);国家111计划、省高峰学科资助

Study Progress on Reinforcement Technology for 3D Printing Concrete

MAO Yufei1, GUO Zenghui1, CHEN Hui1, ZHANG Jie2, LUO Jianlin1,2, LIU Chao2,3, SHANG Huaishuai2   

  1. 1. China Water Resources and Hydropower Fifth Engineering Bureau Co., Ltd., Chengdu 610066, China;
    2. Marine Environmental Concrete Technology Engineering Research Center of Ministry of Education, School of Civil Engineering, Qingdao University of Technology, Qingdao 266520, China;
    3. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
  • Received:2023-12-07 Revised:2024-02-12 Online:2024-05-15 Published:2024-06-06

摘要: 3D打印技术颠覆了传统材料的成型工艺,广泛应用于航空航天、汽车制造、生物医疗、建筑工程等领域。混凝土原材料来源广且成本低,可塑性良好,在基础设施领域应用广泛。在当今信息化和自动化大背景下,3D打印技术与混凝土结合生产的3D打印混凝土(3DPC)不仅能有效节省原料、环保施工,而且能够更加灵活地建造各类智能自动化程度高的装配结构。然而,目前3DPC仍存在抗拉强度低、抗震性差、配筋难、层间黏结强度低等诸多局限性,需要发展各种增强技术来提高性能,所以本文利用钢筋增强、纤维增强和其他方法增强方法分别论述各类补强材料对3DPC性能的影响,并且指出可能存在的问题和未来发展趋势。

关键词: 3D打印, 混凝土, 增强技术, 打印性能, 力学性能, 纤维

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.

Key words: 3D printing, concrete, reinforcement technology, printing property, mechanical property, fiber

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