A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing

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Standard

A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing. / Christ, Julian; Koss, Holger; Ottosen, Lisbeth M.

Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials. Bind 5 Eindhoven, Netherlands, 2019. s. 93-105.

Publikation: Bidrag til bog/antologi/rapportKonferencebidrag i proceedingsForskning

Harvard

Christ, J, Koss, H & Ottosen, LM 2019, A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing. i Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials. bind 5, Eindhoven, Netherlands, s. 93-105, 2nd International Conference on Sustainable Building Materials, Eindhoven, Kina, 12/08/2019.

APA

Christ, J., Koss, H., & Ottosen, L. M. (2019). A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing. I Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials (Bind 5, s. 93-105).

Vancouver

Christ J, Koss H, Ottosen LM. A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing. I Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials. Bind 5. Eindhoven, Netherlands. 2019. s. 93-105

Author

Christ, Julian ; Koss, Holger ; Ottosen, Lisbeth M. / A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing. Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials. Bind 5 Eindhoven, Netherlands, 2019. s. 93-105

Bibtex

@inproceedings{2d2a929016a04c99baf8999e947b24d4,
title = "A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing",
abstract = "The paper presents an alternative binder for structural 3D-printing with composite materials. The binder eases the control of setting times after extrusion through thermoplastic hardening properties. The materialcould therefore enable the production of thin-walled geometries in large-scale 3D-printing with higher degrees of freedom in respect to overhanging geometries without supporting structures. The proposed composite material is made from mineral aggregates and biological gels, resourced from animal tissue and bone. The used mineral aggregates are not deviating significantly from conventional concrete or mortar. So far, the research determined a maximum flexural- and compressive strength of 8 MPa and 21 MPa. Furthermore, first material compositions are introduced and respective material properties tested. As a conclusion, the paper presents limitations and potentials of the concrete for the use as structural building material and the use within large-scale 3D-printing.",
author = "Julian Christ and Holger Koss and Ottosen, {Lisbeth M.}",
year = "2019",
language = "English",
volume = "5",
pages = "93--105",
booktitle = "Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials",
note = "2nd International Conference on Sustainable Building Materials, ICSBM 2019 ; Conference date: 12-08-2019 Through 15-08-2019",
url = "http://www.susbuildmat.com",

}

RIS

TY - GEN

T1 - A concrete composite from biologically based binders and mineral aggregates for constructional 3D-printing

AU - Christ, Julian

AU - Koss, Holger

AU - Ottosen, Lisbeth M.

PY - 2019

Y1 - 2019

N2 - The paper presents an alternative binder for structural 3D-printing with composite materials. The binder eases the control of setting times after extrusion through thermoplastic hardening properties. The materialcould therefore enable the production of thin-walled geometries in large-scale 3D-printing with higher degrees of freedom in respect to overhanging geometries without supporting structures. The proposed composite material is made from mineral aggregates and biological gels, resourced from animal tissue and bone. The used mineral aggregates are not deviating significantly from conventional concrete or mortar. So far, the research determined a maximum flexural- and compressive strength of 8 MPa and 21 MPa. Furthermore, first material compositions are introduced and respective material properties tested. As a conclusion, the paper presents limitations and potentials of the concrete for the use as structural building material and the use within large-scale 3D-printing.

AB - The paper presents an alternative binder for structural 3D-printing with composite materials. The binder eases the control of setting times after extrusion through thermoplastic hardening properties. The materialcould therefore enable the production of thin-walled geometries in large-scale 3D-printing with higher degrees of freedom in respect to overhanging geometries without supporting structures. The proposed composite material is made from mineral aggregates and biological gels, resourced from animal tissue and bone. The used mineral aggregates are not deviating significantly from conventional concrete or mortar. So far, the research determined a maximum flexural- and compressive strength of 8 MPa and 21 MPa. Furthermore, first material compositions are introduced and respective material properties tested. As a conclusion, the paper presents limitations and potentials of the concrete for the use as structural building material and the use within large-scale 3D-printing.

M3 - Article in proceedings

VL - 5

SP - 93

EP - 105

BT - Proceedings ICSBM 2019: 2nd International Conference on Sustainable Building Materials

CY - Eindhoven, Netherlands

T2 - 2nd International Conference on Sustainable Building Materials

Y2 - 12 August 2019 through 15 August 2019

ER -

ID: 379715838