Pre-Installed Reinforcement for 3D Concrete Printing (2022-06)¶
, , , , ,
Contribution - Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication, pp. 430-435
Abstract
Providing reinforcement is essential for the structural integrity of concrete elements and for safely handling, transporting, and assembling prefabricated concrete parts. However, the integration of reinforcement is a persisting challenge in 3D concrete printing with extruded concrete. This paper presents a production process consisting of 3D printing around pre-installed reinforcement. The reinforcement is composed of conventional reinforcing steel bars, which can be pre-assembled in cages independently of casting, boosting the specialisation and efficiency in production. This approach was used to produce a 3.4 m span T-beam with optimised topology, consisting of three segments connected with matching surfaces. The beam segments were printed upside down, with an open web on top of the flange. Each segment featured reinforcing steel installed in the flange and web. After printing and assembling the segments, a conventional reinforcing bar was inserted in the web as bending reinforcement and grouted subsequently. The structural performance was assessed in a six-point bending test. The fabrication and structural testing of this case study beam showed that pre-installed reinforcement imposes several challenges to the extruder precision, the precision of the bent reinforcement, and – if applied – the casting after printing.
¶
7 References
- Anton Ana-Maria, Reiter Lex, Wangler Timothy, Frangez Valens et al. (2020-12)
A 3D Concrete Printing Prefabrication Platform for Bespoke Columns - Asprone Domenico, Menna Costantino, Bos Freek, Salet Theo et al. (2018-06)
Rethinking Reinforcement for Digital Fabrication with Concrete - Gebhard Lukas, Mata-Falcón Jaime, Anton Ana-Maria, Dillenburger Benjamin et al. (2021-04)
Structural Behavior of 3D Printed Concrete Beams with Various Reinforcement-Strategies - Kloft Harald, Empelmann Martin, Hack Norman, Herrmann Eric et al. (2020-09)
Reinforcement-Strategies for 3D Concrete Printing - Marchment Taylor, Sanjayan Jay (2019-10)
Mesh Reinforcing Method for 3D Concrete Printing - Menna Costantino, Mata-Falcón Jaime, Bos Freek, Vantyghem Gieljan et al. (2020-04)
Opportunities and Challenges for Structural Engineering of Digitally Fabricated Concrete - Wangler Timothy, Roussel Nicolas, Bos Freek, Salet Theo et al. (2019-06)
Digital Concrete:
A Review
14 Citations
- Kim Seung, Kim Jae (2025-12)
Vibration-Assisted Rheological Control for 3D Printing of Precast Concrete Modules - Sando Mona, Alves Santos Sara, Worms Paul, Gurlo Aleksander et al. (2025-12)
Evaluation of Continuous Epoxy-Impregnated Carbon Fiber Reinforcement in a 3D-Printable Geopolymer Composite - Zhang Nan, Sanjayan Jay (2025-08)
Concrete 3D Printing and Digital Fabrication Technologies for Bridge Construction - Ewerz Johannes, Pfleger Marc-Patrick, Radl Elisabeth, Huber Patrick (2025-06)
Concrete 3D Printing and Reinforcement:
Determination of Bond Strength Through Pull-Out Tests - Salaimanimagudam M., Jayaprakash Jaganathan, Anwar Mohammed (2025-02)
Selection of Reinforcement Incorporation Method for 3D Printed Concrete Using MCDM - Engel Sven, Hegger Josef, Claßen Martin (2025-02)
Multimodal Automated Fabrication with Concrete:
Case-Study and Structural Performance of Ribbed CFRP-Reinforced Concrete Ceiling - Yu Jie, Teng Fei, Ye Junhong, Zhang Dong et al. (2025-01)
Size-Dependent Model to Predict the Flexural-Strength of 3D Printed Engineered Cementitious Composites Beams - Licciardello Lucia, Soto Alejandro, Kaufmann Walter, Metelli Giovanni (2025-01)
Determining the Strength of 3D Printed Concrete with the Modified Slant-Shear-Test - Anton Ana-Maria, Skevaki Eleni, Bischof Patrick, Reiter Lex et al. (2024-11)
Column-Slab Interfaces for 3D Concrete Printing:
Design, Fabrication and Assembly Strategies - Gebhard Lukas, Mata-Falcón Jaime, Ammann Rebecca, Pressmair Nadine et al. (2024-08)
Enhancing Structural Efficiency with Digital Concrete:
Principles, Opportunities and Case Studies - Ahmed Hassan, Giwa Ilerioluwa, Game Daniel, Arce Gabriel et al. (2024-04)
Automated Reinforcement During Large-Scale Additive Manufacturing:
Structural-Assessment of a Dual Approach - Raza Saim, Triantafyllidis Zafiris, Anton Ana-Maria, Dillenburger Benjamin et al. (2024-01)
Seismic Performance of Fe-SMA Pre-Stressed Segmental Bridge Columns with 3D Printed Permanent Concrete Formwork - Mata-Falcón Jaime, Gebhard Lukas, Lee Minu, Bischof Patrick (2023-10)
Advances in Structural Applications of Digital Fabrication With Concrete - Bischof Patrick, Mata-Falcón Jaime, Kaufmann Walter (2022-08)
Fostering Innovative and Sustainable Mass-Market Construction Using Digital Fabrication with Concrete
BibTeX
@inproceedings{gebh_bisc_anto_mata.2022.PIRf3CP,
author = "Lukas Gebhard and Patrick Bischof and Ana-Maria Anton and Jaime Mata-Falcón and Benjamin Dillenburger and Walter Kaufmann",
title = "Pre-Installed Reinforcement for 3D Concrete Printing",
doi = "10.1007/978-3-031-06116-5_64",
year = "2022",
volume = "37",
pages = "430--435",
booktitle = "Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022",
editor = "Richard A. Buswell and Ana Blanco and Sergio Cavalaro and Peter Kinnell",
}
Formatted Citation
L. Gebhard, P. Bischof, A.-M. Anton, J. Mata-Falcón, B. Dillenburger and W. Kaufmann, “Pre-Installed Reinforcement for 3D Concrete Printing”, in Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022, 2022, vol. 37, pp. 430–435. doi: 10.1007/978-3-031-06116-5_64.
Gebhard, Lukas, Patrick Bischof, Ana-Maria Anton, Jaime Mata-Falcón, Benjamin Dillenburger, and Walter Kaufmann. “Pre-Installed Reinforcement for 3D Concrete Printing”. In Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022, edited by Richard A. Buswell, Ana Blanco, Sergio Cavalaro, and Peter Kinnell, 37:430–35, 2022. https://doi.org/10.1007/978-3-031-06116-5_64.