Technical Papers
May 9, 2018

Effect of Competitive Adsorption between Polycarboxylate Superplasticizer and Hydroxypropylmethyl Cellulose on Rheology of Gypsum Paste

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 7

Abstract

High-fluidity gypsum-based materials have been widely used in grouting materials, self-leveling floors, wall materials, and three-dimensional (3D) printing materials. High fluidity means excellent workability without any segregation and bleeding, and generally, this can be obtained with addition of both polycarboxylate superplasticizer (PCE) and hydroxypropylmethyl cellulose (HPMC). However, the interaction between these two additives in gypsum paste has not been completely understood until now. In order to obtain a deeper insight into this interaction, this paper investigates the rheological performance of the gypsum pastes in the presence of these two materials with different orders of addition and discusses the adsorption behavior of these organic materials and the hydration process of the gypsum at very early age. Dispersion models are proposed to explain the mechanisms behind the interaction. The results show that both HPMC and PCE can adsorb onto the surface of gypsum particles. HPMC can hinder the adsorption of PCE due to competitively adsorbing behavior, resulting in a negative effect on dispersion of PCE. Preferential addition of PCE can effectively reduce this negative effect, whereas the preferential addition of HPMC has a positive effect on enhancing the viscosity of gypsum slurry. These results can provide useful guidance for the preparation of high-fluidity gypsum paste in practical engineering.

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Acknowledgments

Financial supports from the National Key R&D Program of China (2016YFC0700905-04) and the National Natural Science Foundation of China (51772227) and testing support from the Materials Research and Testing Center of Wuhan University of Technology are gratefully acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 7July 2018

History

Received: Feb 20, 2017
Accepted: Jan 19, 2018
Published online: May 9, 2018
Published in print: Jul 1, 2018
Discussion open until: Oct 9, 2018

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Zhenzhen Zhi
Ph.D. Candidate, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China; School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.
Baoguo Ma
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China; School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.
Associate Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China (corresponding author). Email: [email protected]
Yanfei Guo
Ph.D. Candidate, Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.
Zihao Jin
Ph.D. Candidate, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China; School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.
Houliang Yu
Master, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China; School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.
Shouwei Jian
Associate Professor, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.

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