Corrosion Properties and Bond Strength in Normal Strength Concrete of Al2O3 Plasma-Sprayed Plain Bars with ZrCC/Organofunctional Silane Coating

被引:0
作者
Pokorny, Petr [1 ]
Prodanovic, Nikola [1 ]
Hurtig, Karel [1 ]
Steinerova, Veronika [1 ]
Fojt, Jaroslav [2 ]
Janata, Marek [3 ]
Brozek, Vlastimil [3 ]
机构
[1] Czech Tech Univ, Klokner Inst, Dept Bldg Mat, Prague 16608, Czech Republic
[2] Univ Chem & Technol, Dept Met & Corros Engn, Prague 16628, Czech Republic
[3] Czech Acad Sci, Inst Plasma Phys, Prague 18200, Czech Republic
关键词
corrosion of steel in concrete; plasma spray; aluminium oxide; zirconium conversion coating; organofunctional silane coating; bond strength in concrete; SURFACE-TREATMENT; PROTECTIVE PROPERTIES; COATED REINFORCEMENT; COUPLING AGENT; CEMENT PASTE; CARBON-STEEL; MILD-STEEL; PERFORMANCE; BEHAVIOR; FILMS;
D O I
10.3390/buildings14061543
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the corrosion properties of plasma-sprayed Al2O3 coating (APSS) with a topcoat of zirconium-based conversion coating (ZrCC) and organofunctional silane coating (3-glycidyloxypropyltrimethoxysilane; GPTMS) on carbon steel are investigated in detail. Additionally, the bond strength of plain steel bars coated with this system in normal strength concrete are newly tested. The APSS coating exhibits significant porosity, with unfavourable open pores limiting the barrier protection effect. In contrast, the surface roughness (R-a) significantly increases, improving the bond strength between steel bars and concrete. Such increase in carbon steel roughness improves bond strength in concrete. The synergic application of ZrCC and GPTMS topcoats significantly enhances the corrosion resistance of the base coat (inhibition effect). The character of the GPTMS coating increases the wettability of the APSS coating, which further positively contributes to bond strength between plain bars and concrete. It is demonstrated that when the ZrCC topcoat is applied without GPTMS, the corrosion resistance increases insignificantly and the surface wettability decreases, negatively affecting bond strength in comparison with carbon steel coated using an APSS base coat only.
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页数:27
相关论文
共 90 条
[1]  
Andrade C., 1992, Protection System for Reinforcement
[2]   Beyond the chloride threshold concept for predicting corrosion of steel in concrete [J].
Angst, Ueli M. ;
Isgor, O. Burkan ;
Hansson, Carolyn M. ;
Sagues, Alberto ;
Geiker, Mette Rika .
APPLIED PHYSICS REVIEWS, 2022, 9 (01)
[3]   Challenges and opportunities in corrosion of steel in concrete [J].
Angst, Ueli M. .
MATERIALS AND STRUCTURES, 2018, 51 (01)
[4]  
[Anonymous], 1991, C23491A ASTM INT
[5]  
[Anonymous], 1983, RILEM RC6: Bond Test for Reinforcement Steel. 2: Pull-Out Test
[6]   CONTACT ZONE BETWEEN PORTLAND-CEMENT PASTE AND GLASS AGGREGATE SURFACES [J].
BARNES, BD ;
DIAMOND, S ;
DOLCH, WL .
CEMENT AND CONCRETE RESEARCH, 1978, 8 (02) :233-243
[7]  
Bowsher B., 2009, TECHNICAL REPORT FIB
[8]   Effect of Melting Behavior of Al2O3 Powder on the Structure and Dielectric Properties of Plasma-Sprayed Coatings [J].
Bu, Zhenyu ;
Zhao, Xiaoqin ;
Liu, Libin ;
Xue, Yun ;
An, Yulong ;
Zhou, Huidi .
JOURNAL OF THERMAL SPRAY TECHNOLOGY, 2022, 31 (03) :449-461
[9]  
Buenfeld N. R., 2000, Prog. Struct. Mater. Eng, V2, P448, DOI [10.1002/pse.54, DOI 10.1002/PSE.54]
[10]  
Cairns J., 1995, Struct. Eng., V73, P179