Differences between 3D printed concrete and 3D printing reinforced concrete technologies: a review

被引:0
|
作者
Momeni, Komeil [1 ]
Vatin, Nikolai Ivanovich [2 ]
Hematibahar, Mohammad [3 ]
Gebre, Tesfaldet Hadgembes [4 ]
机构
[1] Natl Univ Skills NUS, Dept Civil Engn, Tehran, Iran
[2] Peter Great St Petersburg Polytech Univ, Sci & Technol Complex Digital Engn Civil Engn, St Petersburg, Russia
[3] Moscow State Univ Civil Engn, Moscow, Russia
[4] PeoplesFriendship Univ Russia, Dept Construct Technol & Struct Mat, Moscow, Russia
关键词
3D printing concrete; 3D printing reinforced concrete; auxetic; concrete; protect building; SELF-COMPACTING CONCRETE; NEGATIVE POISSONS RATIO; MECHANICAL-BEHAVIOR; HIGH-PERFORMANCE; STEEL FIBER; CEMENTITIOUS COMPOSITES; ENVIRONMENTAL IMPACTS; COMPRESSIVE STRENGTH; HARDENED PROPERTIES; FLEXURAL STRENGTH;
D O I
10.3389/fbuil.2024.1450628
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This review aims to provide a comprehensive analysis of the difference between 3D printed concrete (3DPC) and 3D printing reinforced concrete (3DPRC) technologies, as well as potential future paths for these technologies based on current consolidated approaches. Although 3D printed reinforced concrete technology attempts to strengthen reinforced concrete using 3D printing technologies with polymer ingredients, 3D printed concrete technology concentrates on printing concrete for building concrete structures. In recent years, both technologies have advanced rapidly and become a global research innovation hotspot due to their advantages over traditional construction technology, such as high building efficiency, low labor costs, and less construction waste. Unfortunately, there are several issues with 3DPC and 3DPRC technologies, including competing rheological requirements, integrating hurdles, inadequate interlayer bonding, and anisotropic properties of the material that result in lacking structural performance. The findings of the investigation discuss research gaps and theoretical possibilities for future development in both 3D printing technologies, which can advance concrete technology and safeguard structures under various loads. In the present study, two distinct 3D printing technologies are analyzed, along with their respective uses in material and structural engineering. Additionally, the advantages, methods, and materials utilized for the two types of 3D printing technology are described, and the difficulties and solutions associated with using 3D printed concrete in real-world projects are demonstrated. None of the earlier investigations examined the differences between these two technologies. Although 3DPRC technologies aim to strengthen concrete by incorporating various forms of 3D printed technology, 3DPC technology has been studied for its mechanical qualities and concrete rheology. Meanwhile, engineers in 3D printed concrete technologies try to improve large-scale 3D printers and the mechanical properties of printed concrete, while 3D printing reinforced concrete engineers try to design new patterns of 3D reinforcing patterns due to the improved mechanical properties of concrete. The present study examines the differences between 3DPC and 3DPRC technologies.
引用
收藏
页数:21
相关论文
共 50 条
  • [31] Numerical modelling strategies for reinforced 3D concrete printed elements
    van den Heever, Marchant
    Bester, Frederick
    Kruger, Jacques
    van Zijl, Gideon
    ADDITIVE MANUFACTURING, 2022, 50
  • [32] Sustainable materials for 3D concrete printing
    Bhattacherjee, Shantanu
    Basavaraj, Anusha S.
    Rahul, A. V.
    Santhanam, Manu
    Gettu, Ravindra
    Panda, Biranchi
    Schlangen, Erik
    Chen, Yu
    Copuroglu, Oguzhan
    Ma, Guowei
    Wang, Li
    Beigh, Mirza Abdul Basit
    Mechtcherine, Viktor
    CEMENT & CONCRETE COMPOSITES, 2021, 122
  • [33] BOND STRENGTH OF 3D PRINTED CONCRETE
    Tay, Yi Wei Daniel
    Ting, Guan Heng Andrew
    Panda, Biranchi
    He, Lewei
    Tan, Ming Jen
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON PROGRESS IN ADDITIVE MANUFACTURING, 2018, : 25 - 30
  • [34] Microstructural characterization of 3D printed concrete
    Yu, Shiwei
    Xia, Ming
    Sanjayan, Jay
    Yang, Lin
    Xiao, Jianzhuang
    Du, Hongjian
    JOURNAL OF BUILDING ENGINEERING, 2021, 44
  • [35] Impact of Printing Directions and Printing Paths on the Compressive Strength of 3D Printed Concrete
    Thajeel, Marwah M.
    Solyom, Sandor
    Balazs, Gyorgy L.
    EPITOANYAG-JOURNAL OF SILICATE BASED AND COMPOSITE MATERIALS, 2024, 76 (01): : 31 - 38
  • [36] Mechanical properties of concrete reinforced with high-performance microparticles for 3D concrete printing
    Li, Zihan
    Liu, Huanbao
    Nie, Ping
    Cheng, Xiang
    Zheng, Guangming
    Jin, Wenyu
    Xiong, Baocheng
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 411
  • [37] Influence of the printing direction and age on the mechanical properties of 3D printed concrete
    Zahabizadeh, Behzad
    Pereira, Joao
    Goncalves, Claudia
    Pereira, Eduardo N. B.
    Cunha, Vitor M. C. F.
    MATERIALS AND STRUCTURES, 2021, 54 (02)
  • [38] Examining the significance of infill printing pattern on the anisotropy of 3D printed concrete
    Murcia, Daniel Heras
    Genedy, Moneeb
    Taha, M. M. Reda
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 262 (262)
  • [39] Influence of the printing direction and age on the mechanical properties of 3D printed concrete
    Behzad Zahabizadeh
    João Pereira
    Claúdia Gonçalves
    Eduardo N. B. Pereira
    Vítor M. C. F. Cunha
    Materials and Structures, 2021, 54
  • [40] 3D concrete printing of permanent formwork for concrete column construction
    Zhu, Binrong
    Nematollahi, Behzad
    Pan, Jinlong
    Zhang, Yang
    Zhou, Zhenxin
    Zhang, Yamei
    CEMENT & CONCRETE COMPOSITES, 2021, 121