The Influence of the Thermal Treatment of Copper Slag on the Microstructure and Performance of Phosphate Cements

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Abstract

In general, phosphate cements have a very rapid setting reaction at room temperature. The same holds for copper slag-based phosphate cements. This means that using them as a binder, for instance as mortar, is always possible on a small scale, but very difficult on a large scale. In this paper, the heat treatment of the copper slag was shown to be an effective way to increase the setting time and keep the mix workable for an adequate period. The main objective of this research was to examine the changes in the phase composition of quenched copper slag after exposure to 500 °C and to evaluate the impact of these changes on the reactivity of the material in an acidic environment, as well as on the mechanical properties, microstructure, and structure of the produced phosphate cement materials. Various experimental methods were utilized to characterize the raw materials and the obtained phosphate cementitious materials, including isothermal microcalorimetry (TAM Air), thermogravimetric analysis (TGA), infrared spectroscopy (FTIR), X-ray diffraction (XRD), scanning electron microscopy (SEM), as well as the determination of the chemical composition using X-ray fluorescence (XRF) and the particle size distribution. Furthermore, compressive strength tests were conducted to gauge the mechanical resistance of the materials. The main findings of this work revealed that subjecting the copper slag to a thermal treatment of 500 °C induced a partial transformation in its structure. The high temperature caused the oxidation of some of the divalent iron oxide in the slag, leading to the formation of hematite. This treatment increased the setting time and reduced the reactivity of the copper slag with phosphoric acid, ultimately enabling the production of a dense phosphate-based cementitious material with outstanding mechanical properties. The compressive strength of the newly developed cement was recorded to be greater than 78.9 MPa after 7 days, and this strength continued to increase, reaching 82.5 MPa after 28 days.
Original languageEnglish
Article number6249
Number of pages <span style="color:red"p> <font size="1.5"> ✽ </span> </font>20
JournalMaterials
Volume16
Issue number18
DOIs
Publication statusPublished - 17 Sep 2023

Bibliographical note

Funding Information:
This work was performed in the framework of the STIF (ICON, supported by SIM, Flanders, HBC.2019.0120).

Funding Information:
The authors would like to acknowledge the financial support of Strategic Initiative Materials in Flanders (SIM-Flanders) in the framework of the STIF—ICON project (STIF ICON grant number HBC.2019.01.20), the financial support of the European Union’s Horizon 2020 Research and innovation program via the Current Direct Horizon project (grant agreement No. 963603), and the University of Sfax for the scholarship.

Publisher Copyright:
© 2023 by the authors.

Keywords

  • Copper slag
  • phosphate cements
  • GEOPOLYMER

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