Through Textile to Reinforced 3D Concrete Printing (2023-06)¶
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Contribution - Proceedings of the fib Symposium 2023, pp. 1094-1103
Abstract
The extrusion-based 3D concrete printing (3DCP) technology holds the potential to increase the productivity in the construction industry up to 10 times in comparison to the traditional production methods. Additionally, 3DCP creates safe working conditions, reduces construction time as well as costs, and allows design flexibility in the architecture. However, realizing a reliable 3DCPsystem, especially for on-site applications, is still technically challenging. It is still a partially manual and time-intensive process, and environmental conditions such as temperature and humidity influence the process quality. There are no standardized techniques and guidelines for quality control, so the essential data on structural performance is limited. Legal regulations and general building approvals do not exist. There is still no standard approach for the reinforcement integration in 3DCP. This study offers the integration of grid-like textile structures into the 3DCP to reinforce the 3D printed concrete structures. Due to the non-corrosiveness of the textile grid a thick concrete cover is not required. As a result, thin construction is feasible and, through the lightweight of the concrete layers, printing of the higher walls is possible. The concrete printing occurs through the textile mesh. The printed concrete is pressed back by using a moveable formwork, thus a complete embedding of the reinforcement and a high surface quality on one side of the concrete element are ensured. The process characteristics and the structural performance of the realized concrete elements are discussed in this paper.
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2 References
5 Citations
- Ding Tao, Dong Haining, Sikora Paweł, Lin Guan (2025-07)
3D Printed Concrete Reinforced with Flexible Fiber Reinforced Polymer Strips or Grids:
Concept and Bond Tests - Zhou Jimmy, Samarasinghe Don, Rotimi James, Feng Zhenan (2025-06)
Exploring Policy Influences on the Adoption of 3D Concrete Printing Technology:
A Hypothetical Model - Gantner Stefan, Rennen Philipp, Amiri Fatemeh, Rothe Tom et al. (2025-05)
Robotic Frame Winding:
Prefabricated Fiber Structures as Formwork and Reinforcement for Digitally Fabricated Shell-Like Concrete Elements - Zhou Jimmy, Samarasinghe Don, Rotimi James, Feng Zhenan (2025-04)
Examining Global Policy Influences on the Adoption of 3D Concrete Printing Technology:
A Roadmap for New Zealand - Dittel Gözdem, Scheurer Martin, Evers Clara, Meyer-Brötz Fabian et al. (2023-10)
Structural Performance of Textile Reinforced 3D Printed Concrete Elements
BibTeX
@inproceedings{ditt_drin_grie.2023.TTtR3CP,
author = "Gözdem Dittel and Steffen Dringenberg and Thomas Gries",
title = "Through Textile to Reinforced 3D Concrete Printing",
doi = "10.1007/978-3-031-32519-9_110",
year = "2023",
volume = "349",
pages = "1094--1103",
booktitle = "Proceedings of the fib Symposium 2023: Building for the Future Durable, Sustainable, Resilient",
editor = "Alper Ilki and Derya Çavunt and Yavuz Selim Çavunt",
}
Formatted Citation
G. Dittel, S. Dringenberg and T. Gries, “Through Textile to Reinforced 3D Concrete Printing”, in Proceedings of the fib Symposium 2023: Building for the Future Durable, Sustainable, Resilient, 2023, vol. 349, pp. 1094–1103. doi: 10.1007/978-3-031-32519-9_110.
Dittel, Gözdem, Steffen Dringenberg, and Thomas Gries. “Through Textile to Reinforced 3D Concrete Printing”. In Proceedings of the Fib Symposium 2023: Building for the Future Durable, Sustainable, Resilient, edited by Alper Ilki, Derya Çavunt, and Yavuz Selim Çavunt, 349:1094–1103, 2023. https://doi.org/10.1007/978-3-031-32519-9_110.