[article]
Titre : |
The effect of surface preparation grades of weld seams on coating performance |
Type de document : |
texte imprimé |
Auteurs : |
Sang-Moon Shin, Auteur ; Chung-Seo Park, Auteur ; Seung-Gon Choo, Auteur ; Eun-Ha Song, Auteur ; Han-Jin Bae, Auteur |
Année de publication : |
2018 |
Article en page(s) : |
p. 44-48 |
Langues : |
Américain (ame) |
Catégories : |
Anticorrosion Epaisseur -- Mesure Epoxydes Essais de brouillard salin Evaluation visuelle Lignes de soudure Métaux -- Revêtements protecteurs Métaux -- Revêtements:Métaux -- Peinture Métaux -- Surfaces Résistance à la fissuration Traîtements de surface
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Index. décimale : |
667.9 Revêtements et enduits |
Résumé : |
According to the international surface preparation standard for welds (ISO 8501-3, "Preparation of steel substrates before application of paints and related products - Visual assessment of surface cleanliness - Part 3 : Preparation grades of welds, edges and other areas with surface imperfections"), the preparation grades before paint application are divided into three levels: P1, P2 and P3 (Fig.a). These grades are described with rough qualitative representations instead of with descriptions of surface treatment methods or mesurable conditions. Because of the ambiguous wording in the standard, there have been a lot of argument about surface preparation grades and abraded condition during construction.
In this study, coating thickness, the corrosion resistance and crack tendency of the coated films on the welds were evaluated for the grinding range in five levels from mild to servere. Each ground specimen was blasted to Sa 2.5 and coated with two coats of epoxy paints. The performance of coating on welds with the grades of grinding condition were not significantly different, satisfying the criteria of ISO 12944-5, "Paints and varnishes - Corrosion protection of steel structures by protective paint systems - Part 5 : Protective paint systems" (C5-M medium). After blasting, all ground specimens showed smooth surfaces that did not result in a sharp edge or excessive film thickness. |
Note de contenu : |
- Visual inspection of surface treatment on the welding line
- Measurement of coating film thickness on the welding line
- Corrosion resistance
- Crack resistance
- Fig. 1 : Cross section of a typical weld bead
- Fig. 2 : Configuration of the test specimens: T-bar (top) and weld (bottom)
- Fig. 3 : Crack resistance test results (the number of cycles of crack initiation)
- Table 1 : Appearance of specimens with five grades of surface preparation
- Table 2 : Test coating system
- Table 3 : Results of coating film-thickness measurements in µm
- Table 4 : Rust creepage from the scribe line after salt-spray exposure for 1,440 Hours |
Permalink : |
https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=31888 |
in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL) > Vol. 35, N° 7 (07/2018) . - p. 44-48
[article]
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