From pumping to deposition: A Comprehensive review of test methods for characterizing concrete printability

被引:7
作者
Fasihi, Ali [1 ]
Libre, Nicolas A. [1 ]
机构
[1] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65409 USA
关键词
3D Concrete Printing; Pumpability; Extrudability; Buildability; Test Methods; LUBRICATION LAYER PROPERTIES; CEMENTITIOUS MATERIALS; FRESH PROPERTIES; 3D; CONSTRUCTION; EXTRUSION; BEHAVIOR; DESIGN; PUMPABILITY; PREDICTION;
D O I
10.1016/j.conbuildmat.2024.134968
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
3D concrete printing (3DCP) technology has gained significant attention in the construction industry due to its potential to revolutionize the way buildings are designed and constructed. However, successful application of 3DCP requires robust standard test procedures to characterize the printability of concrete. Printability is a measure of workability for a printing material in the 3DCP process, which is characterized by pumpability, extrudability, and buildability. This paper presents a comprehensive review of the test methods that could be used for material characterization during various printing steps, including pumping, extrusion, and layer deposition. The underlying mechanisms relevant to each step, key governing factors, and prediction models are highlighted. The influence of the variation of material and process -induced parameters on the properties of fresh concrete are explained, and the optimum parameters that will lead to an extrudable yet shape -stable printing material are discussed. The recent research on the pumpability, extrudability, and buildability of printed concrete is critically discussed, and future research needs for testing and evaluating 3DCP are identified.
引用
收藏
页数:18
相关论文
共 141 条
  • [1] Abebe Y.A., 2017, Flowable stable Concr.: Des., Charact. Perform. Eval., DOI [10.15488/2653, DOI 10.15488/2653]
  • [2] Developing Mix Proportions for Class C Fly Ash-Based Alkali-Activated 3D-Printed Concrete Mixtures
    Abudawaba, Fareh
    Gomaa, Eslam
    Gheni, Ahmed
    ElGawady, Mohamed
    [J]. TRANSPORTATION RESEARCH RECORD, 2022, 2676 (02) : 197 - 212
  • [3] Anell L.H., 2015, Concrete 3D printer
  • [4] [Anonymous], Standard Test Method for Bleeding of Concrete.pdf, DOI [10.1520/C0232_C0232M-21, DOI 10.1520/C0232_C0232M-21]
  • [5] [Anonymous], Standard Test Method for Slump Flow of Self-Consolidating Concrete.pdf, DOI [10.1520/C1611_C1611M-21, DOI 10.1520/C1611_C1611M-21]
  • [6] [Anonymous], Standard Specification for Flow Table for Use in Tests of Hydraulic Cement.pdf, DOI [10.1520/C0230_C0230M-21, DOI 10.1520/C0230_C0230M-21]
  • [7] [Anonymous], Standard Test Method for Flow of Hydraulic Cement Mortar.pdf, DOI [10.1520/C1437, DOI 10.1520/C1437]
  • [8] Development of 3D-printable ultra-high performance fiber-reinforced concrete for digital construction
    Arunothayan, Arun R.
    Nematollahi, Behzad
    Ranade, Ravi
    Bong, Shin Hau
    Sanjayan, Jay
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 257
  • [9] Evaluating the relationship between deposition and layer quality in large-scale additive manufacturing of concrete
    Ashrafi, Negar
    Duarte, Jose Pinto
    Nazarian, Shadi
    Meisel, Nicholas A.
    [J]. VIRTUAL AND PHYSICAL PROTOTYPING, 2019, 14 (02) : 135 - 140
  • [10] Bauser M., 2006, EXTRUSION