Coupled effects of polymer-to-cement ratio and resting time on cold-joint degradation and interfacial mechanism of PAE cement-based coatings

Polyacrylic ester (PAE) latex cement-based coatings were prepared using P·O 42.5 ordinary Portland cement with polymer-to-cement (P/C) ratios ranging from 10% to 50%. The effects of P/C ratio and resting time before mortar overlay on the coatings’ crosslinking degree, adhesion strength, bonding performance, and corrosion resistance were systematically investigated. The P/C ratio significantly affected coating compactness and interfacial compatibility, with optimal performance achieved at a P/C ratio of 25%, where the bonding strength increased by 11% and the corrosion current density decreased from 9.31 to 0.35 μA·cm -2 , representing a reduction of nearly two orders of magnitude compared with bare rebar. Resting time was identified as a key factor governing interfacial evolution. At 3 h, sufficient migration of water and Ca 2+ ions from the subsequently cast mortar promoted continuous hydration, yielding a hydration degree of 45.8% and a dense C–S–H structure. Extending the resting time to 24 h resulted in excessive polymer crosslinking and densification, which restricted hydration-medium transport. Consequently, the hydration degree on the coating side decreased to 40.5%, the C–S–H fraction dropped to 29%, while CH content increased to 20%, leading to an approximately 50% reduction in bonding strength. This study elucidates the “polymer densification–hydration medium shielding” mechanism responsible for the interfacial cold-joint effect and provides quantitative insight into the coupled influence of P/C ratio and resting time. The findings offer a theoretical basis for optimizing polymer-modified cement-based coatings and controlling on-site construction timing. • Optimal P/C ratio of 25% ensures peak bond strength and corrosion resistance. • Bond strength decreases by 50% when resting time exceeds 10 h before casting. • Dense polymer film after 24 h blocks hydration and weakens interfacial bonding. • Cold-joint forms due to hydration gradient and phase imbalance in the ITZ.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-12-25
DOI
https://doi.org/10.1016/j.cscm.2025.e05731
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Coupled effects of polymer-to-cement ratio and resting time on cold-joint degradation and interfacial mechanism of PAE cement-based coatings

Jinyu Ge, Qing’an Li, Xuesong Han, Fei Xu et al.
Case Studies in Construction Materials
Concrete and Cement Materials Research
article

Coupled effects of polymer-to-cement ratio and resting time on cold-joint degradation and interfacial mechanism of PAE cement-based coatings

Jinyu Ge, Qing’an Li, Xuesong Han, Fei Xu, Pengfei Zhu, Wenxun Qian
article en

Abstract

Polyacrylic ester (PAE) latex cement-based coatings were prepared using P·O 42.5 ordinary Portland cement with polymer-to-cement (P/C) ratios ranging from 10% to 50%. The effects of P/C ratio and resting time before mortar overlay on the coatings’ crosslinking degree, adhesion strength, bonding performance, and corrosion resistance were systematically investigated. The P/C ratio significantly affected coating compactness and interfacial compatibility, with optimal performance achieved at a P/C ratio of 25%, where the bonding strength increased by 11% and the corrosion current density decreased from 9.31 to 0.35 μA·cm -2 , representing a reduction of nearly two orders of magnitude compared with bare rebar. Resting time was identified as a key factor governing interfacial evolution. At 3 h, sufficient migration of water and Ca 2+ ions from the subsequently cast mortar promoted continuous hydration, yielding a hydration degree of 45.8% and a dense C–S–H structure. Extending the resting time to 24 h resulted in excessive polymer crosslinking and densification, which restricted hydration-medium transport. Consequently, the hydration degree on the coating side decreased to 40.5%, the C–S–H fraction dropped to 29%, while CH content increased to 20%, leading to an approximately 50% reduction in bonding strength. This study elucidates the “polymer densification–hydration medium shielding” mechanism responsible for the interfacial cold-joint effect and provides quantitative insight into the coupled influence of P/C ratio and resting time. The findings offer a theoretical basis for optimizing polymer-modified cement-based coatings and controlling on-site construction timing. • Optimal P/C ratio of 25% ensures peak bond strength and corrosion resistance. • Bond strength decreases by 50% when resting time exceeds 10 h before casting. • Dense polymer film after 24 h blocks hydration and weakens interfacial bonding. • Cold-joint forms due to hydration gradient and phase imbalance in the ITZ.

Case Studies in Construction MaterialsVol. 24
Hohai University (CN), Nanjing Hydraulic Research Institute (CN), Yellow River Institute of Hydraulic Research (CN)
Openalex Percentile: Top 37%
Concrete and Cement Materials Research
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