4.7 Article

Ambient temperature cured 'just-add-water' geopolymer for 3D concrete printing applications

Journal

CEMENT & CONCRETE COMPOSITES
Volume 121, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2021.104060

Keywords

3D-concrete-printing; Digital construction; One-part geopolymer; Printability; Mechanical properties; Rheology; Sustainability

Funding

  1. Australian Research Council [LE170100168, DP210101680, DE180101587]
  2. Australian Research Council [DE180101587] Funding Source: Australian Research Council

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The research aims to improve the printability performance and mechanical properties of a geopolymer for 3D concrete printing by adjusting the type and dosage of activators and retarders to identify an optimum mixture. The results show that the optimum mixture exhibits excellent performance and energy-saving indicators, contributing to the large-scale applications and commercial viability of geopolymers in 3D concrete printing.
This paper aims to enhance the printability performance (namely open time and buildability) and mechanical properties (namely compressive strength) of a recently developed 'one-part' (just-add-water) geopolymer for 3Dconcrete-printing (3DCP) applications. A combination of slag and fly ash was activated with two different grades of sodium silicate powders with different combinations. The influences of type and dosage of solid activators and the retarder content on the resultant geopolymers in fresh and hardened states were investigated using several mixtures to identify an optimum mixture. Subsequently, the printability performance (including open time, extrudability, buildability and shape-retention-ability), along with the rheological properties (including static yield stress evolution, dynamic yield stress, plastic viscosity and thixotropy) of the optimum mixture were evaluated. In addition, the printed specimens made of the optimum mixture were tested in compression and flexure in different directions. Based on the results, the optimum mixture exhibited a combination of long open time, and excellent extrudability, buildability, shape-retention-ability and thixotropic behavior, all of which are desirable for large-scale 3DCP applications. In addition, the high mechanical properties of the printed specimens ascertained the optimum mixture can be used for 3DCP of structural members. Moreover, the material sustainability indicators showed production of the optimum 3D-printable geopolymer mixture requires 14% less energy and emits 61% less CO2 than those of a 3D-printable Portland cement-based mixture with comparable compressive strength. It is anticipated that development of such 3D-printable 'one-part' geopolymers considerably promote large-scale applications and commercial viability of geopolymers in the context of 3DCP.

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