Library
home (Home) TU Delft Repository login Login

An approach to develop set-on-demand 3D printable limestone-calcined clay-based cementitious materials using calcium nitrate

Journal Article (2023)
Author(s)

Yu Chen (TU Delft - Civil Engineering & Geosciences)

Hossein Rahmani (Student TU Delft)

Erik Schlangen (TU Delft - Civil Engineering & Geosciences)

Oğuzhan Çopuroğlu (TU Delft - Civil Engineering & Geosciences)

Research Group
Materials and Environment
DOI related publication
https://doi.org/10.1016/j.cemconcomp.2023.105373 Final published version
More Info
expand_more
Publication Year
2023
Language
English
Research Group
Materials and Environment
Volume number
145
Article number
105373
Downloads counter
360
Collections
Institutional Repository
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

The implementation of extrusion-based 3D concrete printing (3DCP) in large-scale constructions is currently limited by concerns regarding rheology control and the sustainability of this process. To address these issues, this study presents an approach to develop limestone-calcined clay-based cementitious (LC3) materials accelerated by Ca(NO3)2 solution in an inline static mixer-based 3DCP setup. Using this approach, a printable mixture containing only about 275 kg/m3 of Portland cement was formulated that can exhibit a good buildability performance and a 28-day compressive strength of over 30 MPa. Additionally, the effects of adding Ca(NO3)2 solution on the initial setting time, structural build-up, inline buildability, early-age hydration, and compressive strength of LC3 materials were investigated and discussed. Results show that the addition of Ca(NO3)2 solution improved the buildability and accelerated initial setting as well as the structuration due to the promoted ettringite precipitation and C–S–H nucleation. Furthermore, compressive strength at 7 and 28 days was improved through increasing the Ca(NO3)2 dosage, which can be attributed to the formation of NO3-AFm and the increase in the amount of C–S–H gels.