Selective Paste-Intrusion (2022-06)¶
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Contribution - Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication, pp. 296-301
Abstract
The Selective Paste Intrusion (SPI) is an additive manufacturing method in which aggregates in a particle bed are selectively bonded layer-bylayer with cement paste to build complex, free-formed concrete elements. To ensure both sufficient layer bonding and shape accuracy, the adjusted paste yield stress (τ0) needs to be almost constant during the entire printing period. The τ0 depends beside others on the ambient air temperature. Temperature changes, as common in the precast plants, are transferred to the raw materials, mixing tools and printer peripherals. Thus, the fresh cement paste will vary in temperature. A change especially during the production process can either lead to insufficient layer bonding and thus strength of the built component or excessive spreading of the cement paste in the particle bed and thus poor shape accuracy. We therefore investigate the stability of the paste τ0 at temperatures between 16 °C and 26 °C in steps of 2 °C each, starting at 20 °C, which is the reference temperature.We found a continuously increasing τ0 for increasing temperatures. This worsens the printing process i.e. the penetration depth of the paste, shown in simulations based on Darcy’s law. To ensure consistent component quality at varying ambient temperatures, the worsened penetration depth needs to be compensated by adjustments in either the mixture composition or the process parameters, e.g. velocity of the print head.
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7 References
- Lowke Dirk, Dini Enrico, Perrot Arnaud, Weger Daniel et al. (2018-07)
Particle-Bed 3D Printing in Concrete Construction:
Possibilities and Challenges - Pierre Alexandre, Weger Daniel, Perrot Arnaud, Lowke Dirk (2018-01)
Penetration of Cement-Pastes into Sand-Packings During 3D Printing:
Analytical and Experimental Study - Straßer Alexander, Weger Daniel, Matthäus Carla, Kränkel Thomas et al. (2021-11)
Combining Wire and Arc Additive Manufacturing and Selective Paste-Intrusion for Additively Manufactured Structural Concrete - Weger Daniel, Baier Daniel, Straßer Alexander, Prottung Sophia et al. (2020-07)
Reinforced Particle-Bed Printing by Combination of the Selective Paste-Intrusion Method with Wire and Arc Additive Manufacturing:
A First Feasibility Study - Weger Daniel, Gehlen Christoph (2021-01)
Particle-Bed Binding by Selective Paste-Intrusion:
Strength and Durability of Printed Fine-Grain Concrete Members - Weger Daniel, Kim Heejeong, Talke Daniel, Henke Klaudius et al. (2020-07)
Lightweight Concrete 3D Printing by Selective Cement-Activation:
Investigation of Thermal Conductivity, Strength and Water-Distribution - Weger Daniel, Pierre Alexandre, Perrot Arnaud, Kränkel Thomas et al. (2021-01)
Penetration of Cement-Pastes into Particle-Beds:
A Comparison of Penetration Models
BibTeX
@inproceedings{stra_matt_wege_kran.2022.SPI,
author = "Alexander Straßer and Carla Irmgard Ingeborg Matthäus and Daniel Weger and Thomas Kränkel and Christoph Gehlen",
title = "Selective Paste-Intrusion: Stability of Cement-Paste Mixtures Towards Changing Ambient Temperature",
doi = "10.1007/978-3-031-06116-5_44",
year = "2022",
volume = "37",
pages = "296--301",
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
A. Straßer, C. I. I. Matthäus, D. Weger, T. Kränkel and C. Gehlen, “Selective Paste-Intrusion: Stability of Cement-Paste Mixtures Towards Changing Ambient Temperature”, in Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022, 2022, vol. 37, pp. 296–301. doi: 10.1007/978-3-031-06116-5_44.
Straßer, Alexander, Carla Irmgard Ingeborg Matthäus, Daniel Weger, Thomas Kränkel, and Christoph Gehlen. “Selective Paste-Intrusion: Stability of Cement-Paste Mixtures Towards Changing Ambient Temperature”. 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, 37:296–301, 2022. https://doi.org/10.1007/978-3-031-06116-5_44.