Technical Papers
Apr 24, 2023

Characterization of (A/F)H3 Phase Microstructure with Different Al/(Fe+Al) Ratios Based on Calcium Sulfoaluminate Cement

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 7

Abstract

The hydration product Fe(OH)3 gel phase or Al-containing Fe(OH)3 [abbreviated as (A/F)H3] gel phase enables calcium sulfoaluminate cement (CSA) to obtain excellent cementitious properties. The formation of these two gels is closely related to the ratio of Al and Fe in the raw materials. The microstructure and properties of hydration products in CSA are seriously affected by the ratio of Al and Fe, and the effect on the gel cannot be ignored. In order to enable the influence relationship between the ratio of Al and Fe and the gel phase was thoroughly investigated. In this study, (A/F)H3 with different Al/(Fe+Al) ratios was synthesized from its chemical composition by sol-gel method, and its microstructure was characterized to determine the formation process of this phase. X-ray diffraction (XRD), thermogravimetric analysis (TGA), inductively coupled plasma emission spectroscopy (ICP), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM), transmission electron microscope (TEM) and N2 adsorption-Brunauer Emmett Teller (BET) were utilized to investigate the microstructure of (A/F)H3 with different Al/(Fe+Al) ratios. The results show that Fe in Fe(OH)3 was substituted by Al to form the (A/F)H3 phase of goethite crystal structure at pH=12.5. The gradual increase of Al/(Fe+Al) ratios significantly changed the crystal structure parameters of (A/F)H3, and the adsorption capacity and desorption temperature of -OH groups were improved. When the ratio was greater than 40% by mol, the crystal structure of (A/F)H3 was transformed, and the crystallinity was significantly reduced. In addition, the substitution of Al resulted in a significant decrease in the aspect ratio of the (A/F)H3 phase particles, the microscopic morphology changed from needle-rod to granular, and a larger specific surface area was obtained.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was supported by the National Natural Science Foundation of China (52172015 and 52008076).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 7July 2023

History

Received: Jul 5, 2022
Accepted: Nov 14, 2022
Published online: Apr 24, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 24, 2023

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Jiangchuan Li [email protected]
Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: https://orcid.org/0000-0001-9616-279X. Email: [email protected]
Master’s Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Lecturer, College of Civil Engineering, Dalian Minzu Univ., Dalian 116650, China. Email: [email protected]

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