Next Article in Journal
Preliminary Study of Interactive Local Buckling for Aluminium Z-Section
Previous Article in Journal
Pix2Pix-Assisted Beijing Hutong Renovation Optimization Method: An Application to the UTCI and Thermal and Ventilation Performance
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
Article

Three-Dimensional Printable Concrete by an Ultra-Thin Nozzle and Fully Sealed Extrusion

1
School of Transportation Science and Engineering, Beihang University, Beijing 100191, China
2
College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang 443002, China
3
Haining Yancang River Embankment Management Office, Haining 314400, China
*
Author to whom correspondence should be addressed.
Buildings 2024, 14(7), 1958; https://doi.org/10.3390/buildings14071958
Submission received: 19 May 2024 / Revised: 19 June 2024 / Accepted: 25 June 2024 / Published: 27 June 2024
(This article belongs to the Topic Novel Cementitious Materials)

Abstract

Due to the molding-free property and dry shrinkage of extrusion-based three-dimensional printable concrete (3DPC), the precision issues of 3DPC have not been solved effectively. One of the viable solutions for 3DPC precision improvement is to print using ultra-thin filaments. The challenges of ultra-thin-filament printing are extrudability, flowability, and fast solidification. To overcome these challenges and enhance precision, a customized 3D concrete printer with an ultra-thin diameter nozzle (6 mm) and fully sealed extrusion system was developed, and the mix design of ultra-thin-filament 3DPC (UTF-3DPC) was studied, including ingredients such as fly ash (FA), silica fume (SF), ordinary Portland cement (OPC), sodium dodecyl sulfate and cellulose (SDSC), water reducer, water, and sand. The function of UTF-3DPCs flowability and fast solidification with the proportion of water and SDSC was explored to obtain the optimal mix design. The standard compressive and flexural strengths of UTF-3DPC specimens were compared with the mold-cast vibrated and the mold-cast non-vibrated concrete. Their meso-scale and micro-scale structures were analyzed to expose the strength mechanism, according to the scanning electron microscope (SEM) images. A suitable mix design of UTF-3DPC was obtained and UTF-3DPC strength reached 80% of standard mold-cast concrete. The findings reported here provide a pathway to improve the precision of 3DPC and extend the application of 3D printing technology in engineering.
Keywords: 3D printable concrete; ultra-thin filaments; flowability; fast solidification; strength; microstructure 3D printable concrete; ultra-thin filaments; flowability; fast solidification; strength; microstructure

Share and Cite

MDPI and ACS Style

Shen, J.; Li, Y.; Zhang, X.; Li, Y.; Huang, C.; Luo, W. Three-Dimensional Printable Concrete by an Ultra-Thin Nozzle and Fully Sealed Extrusion. Buildings 2024, 14, 1958. https://doi.org/10.3390/buildings14071958

AMA Style

Shen J, Li Y, Zhang X, Li Y, Huang C, Luo W. Three-Dimensional Printable Concrete by an Ultra-Thin Nozzle and Fully Sealed Extrusion. Buildings. 2024; 14(7):1958. https://doi.org/10.3390/buildings14071958

Chicago/Turabian Style

Shen, Jing, Yujia Li, Xiaoman Zhang, Yangbo Li, Chaohui Huang, and Wei Luo. 2024. "Three-Dimensional Printable Concrete by an Ultra-Thin Nozzle and Fully Sealed Extrusion" Buildings 14, no. 7: 1958. https://doi.org/10.3390/buildings14071958

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop