Rheological Behavior and Mix Design for 3D Printable Cement Paste

Article Preview

Abstract:

This paper presents the theoretical analysis and experimental results concerning the rheological behavior and mix design of a 3d printable cement paste as matrix for printing concrete. From the point of view of classical rheology of disperse systems, the application of 3D printing technology in construction has been analyzed. The general scientific concept for optimization of admixtures for 3D printable materials has been developed in terms of viscosity, consistency, and parameters of flocculation and structural built-up. The technological tools to control rheological behavior of visco-plastic admixtures are identified in all stages of 3D printing such as mixing, pumping, extrusion, multilayer casting and structural built-up in the printing layers. The relevant considerations include the concentration, size, morphology, chemical and mineralogical composition, the physical and chemical activity of the solid phase’s surface, and the ionic composition, viscosity, and density of the liquid phase. The squeezing test is used in this paper as a rheological behaviour identification tool of cement-based materials in order to evaluate the extrudability and buildability. It is shown that these properties are significantly influenced by the mix proportions such as W/C-ratio, concentration of plasticizer additives and viscosity modifier additives as factors of changes in the concentration of the dispersed phase and properties of the dispersion liquid.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

282-287

Citation:

Online since:

April 2019

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2019 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A. Kazemian, X. Yuan, E. Cochran, B. Khoshnevis, Cementitious materials for construction-scale 3D printing: Laboratory testing of fresh printing mixture, Constr. Build. Mater. 145 (2017) 639–647.

DOI: 10.1016/j.conbuildmat.2017.04.015

Google Scholar

[2] N. Khalil, G. Aouad, K. El Cheikh, S. Rémond, Use of calcium sulfoaluminate cements for setting control of 3D-printing mortars, Constr. Build. Mater. 157 (2017) 382–391.

DOI: 10.1016/j.conbuildmat.2017.09.109

Google Scholar

[3] G. Ma, Z. Li, and L. Wang, Printable properties of cementitious material containing copper tailings for extrusion based 3D printing, Constr. Build. Mater., 162 (2018) 613–627.

DOI: 10.1016/j.conbuildmat.2017.12.051

Google Scholar

[4] Y. Weng, M. Li, M. J. Tan, S. Qian, Design 3D printing cementitious materials via Fuller Thompson theory and Marson-Percy model, Constr. Build. Mater. 163 (2018) 600–610.

DOI: 10.1016/j.conbuildmat.2017.12.112

Google Scholar

[5] S. C. Paul, Y. W. D. Tay, B. Panda, M. J. Tan, Fresh and hardened properties of 3D printable cementitious materials for building and construction, Arch. Civ. Mech. Eng. 18 (2018) 311–319.

DOI: 10.1016/j.acme.2017.02.008

Google Scholar

[6] T. T. Le, S. A. Austin, S. Lim, R. A. Buswell, A. G. F. Gibb, T. Thorpe, Mix design and fresh properties for high-performance printing concrete, Mater. Struct. Constr. 45 (2012) 1221–1232.

DOI: 10.1617/s11527-012-9828-z

Google Scholar

[7] Z. Malaeb, H. Hachem, A. Tourbah, T. Maalouf, N. El Zarwi, F. Hamzeh, 3D Concrete Printing: Machine and Mix Design, Int. J. Civ. Eng. Technol. 6 (2015) 14–22.

Google Scholar

[8] B. Panda, S. Chandra Paul, M. Jen Tan, Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material, Mater. Lett. 209 (2017) 146–149.

DOI: 10.1016/j.matlet.2017.07.123

Google Scholar

[9] T. D. Ngo, A. Kashani, G. Imbalzano, K. T. Q. Nguyen, D. Hui, Additive manufacturing (3D printing): A review of materials, methods, applications and challenges, Composites Part B: Engineering. 143 (2018).

DOI: 10.1016/j.compositesb.2018.02.012

Google Scholar

[10] N.B. Uriev Fizikohimicheskaya dinamika strukturirovannyh nanodispersnyh sistem i nanodispersnyhkompozicionnyh materialov. Chast 1 [Physico-chemical dynamics of structured nanodispersed systems and nanodispersed composite materials. Part 1]. Fizikohimiya poverhnosti i zashchita materialov. 46 (2010) 3-23. (rus).

Google Scholar

[11] V.V. Yaminskij, V.A. Pchelin, E.A. Amelina, E.D. Shchukin Koagulyacionnye kontakty v dispersnyh sistemah [Coagulation contacts in dispersed systems] Chemistry, Moskow,1982. (rus).

Google Scholar

[12] P.A. Rebinder Izbrannye trudy. Poverhnostnye yavleniya v dispersnyh sistemah. Fiziko-himicheskaya mekhanika [Selected Works. Surface phenomena in dispersed systems. Physico-chemical mechanics]. Science, Moskow,1979. (rus).

Google Scholar

[13] G.S. Slavcheva, O.V. Artamonova The rheological behavior of disperse systems for 3d printing in construction: the problem of control and possibility of «nano» tools application, I-J.Nanotechnol. in Const. 10 (2018) 107- 122. (rus).

DOI: 10.15828/2075-8545-2018-10-3-107-122

Google Scholar

[14] Z. Toutou, N. Roussel, C. Lanos, The squeezing test: A tool to identify firm cement-based material's rheological behaviour and evaluate their extrusion ability, Cem. Concr. Res. 35 (2005) 1891–1899.

DOI: 10.1016/j.cemconres.2004.09.007

Google Scholar

[15] A. Perrot, D. Rangeard, A. Pierre, Structural built-up of cement-based materials used for 3D-printing extrusion techniques, Mater. Struct. 49 (2016) 1213–1220.

DOI: 10.1617/s11527-015-0571-0

Google Scholar