Preparation for steel coating

vyv_cox

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This subject comes up from time to tiime and I have posted a few times on it. This case history came up today in my company's internal communications. Thought it might answer some questions.

"As a result of condition monitoring of the protective coating system at two onshore gas plants in the Netherlands, coating damage and severe localized external corrosion has been observed and reported.

The reported severe corrosion and heavy material losses was striking because one of these plants is located in the east part of the Netherlands which may be considered as a very low corrosive environment.

An investigation has been carried out by an independent third party.
Although a surface cleanliness of SA 2, 5 was required prior to coating, the investigation of this third party shows remainders of mill scale on the steel surface and under the present coating system. This indicates that the steel work has not been properly blast cleaned during construction and most probably been cleaned by automatic blasting in the shop.

This case shows that comparison by visual inspection of surface cleanliness as has been specified in industrial standards such as ISO 8501-1, in particular for automatic shop blasting, was not effective enough to ensure a good quality surface cleaning. Good quality surface cleaning is required as the basis for long term corrosion protection.

For future blast cleaning operations, we shall specify requirements such as use of magnifying glasses, a ferroxyl test in accordance with ASTM-A380 etc., in addition to ISO 8501-1, to ensure the required surface cleanliness, in particular for shop blasted steel.

It should be noted that the costs for renovation of the protective coating system applied on steelwork showing remainders of mill scale will far exceed the costs required for normal maintenance because of the need to blast back to bare metal and fully recoat."




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ccscott49

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Good advice, that mill scale is an absolute swine to remove sometimes, but blasting is the best way. Gives the steel hulled lads something to chew on. Trouble with blasting is you cant do a big area, as the steel goes rusty before you finish blasting. Best way I've seen was to blast a small area and get some rust primer on straight away, then overlap blast.

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oldsaltoz

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To be effective, blasting must be done at an angle, if the blaster keeps the wind to his back, you can follow up with a brush (And light sanding later).

This is the method we used to treat my cast iron keel, that was years ago, and no sign of rust since.

In a blast booth or work shop environment we use industrial fans and air movers to create a breeze, works fine.

The old saying "Preparation is 90% of the work" still stands true.

BTW, I would suggest your company review their blast and paint procedures, the industry has come a long way since visual inspection with magnifying glasses and ferroxyl (acid) testing. (PS. I have an Industrial Paint Inspectors Licence, ACPA approved).



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vyv_cox

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<BTW, I would suggest your company review their blast and paint procedures, the industry has come a long way since visual inspection with magnifying glasses and ferroxyl (acid) testing. >

I'm no authority on this subject and I know nothing of the person who wrote the original note. However, ASTM-A380 latest version, 1999, specifies both visual inspection and ferroxyl testing. It would appear that ferroxyl testing is applicable to stainless steels rather than carbon steels, so the note may be in error.

I would suggest that my company is extremely knowledgeable generally about this subject. If paint preparation standards mirror my experience with rotating equipment, then the International standards such as ISO, API and ASME incorporate large sections of our company standards within them, word for word.

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