Most coating failures result from poor or inadequate: •
Steel preparation
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Cleaning
•
Surface preparation
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Application
•
Access
•
Ventilation
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Coating selection
•
Inspection and control
•
Premature exposure (Exposed too soon)
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Investigation by a Guarantee Insurance company has shown:
•
95 % of all coating failures result from – Poor surface preparation – Poor application
•
85 % of all failures appear within 1-2 years
This fits in well with our own experience
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Steelwork preparation involves the following activities Rounding or smoothing of:
Sharp edges Corners Welds
Grinding of:
Laminations Flame cut edges Weld spatter
Notches minimum diameter: 30 mm Inspected and approved before cleaning See ISO 8501 “V “Visual isual assessment of surface cleanliness” Paint School
Steelwork preparation
Rounding sharp edges Coating applied to a square-cut section Sharp edge Reduced coating thickness at sharp edges due to tension created during drying / curing
Coating
Steel
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Rounded edge Even coating thickness
Manholes in a Tank •
Section manholes
•
Well grinded edges Cd-4932-13
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Weld with pinhole. Visible through the paint system • •
Will lead to initiation of corrosion Remedial actions: Remove the paint, re-weld and grind. Apply paint
NOTE: Such defects may be difficult to find during inspection
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Cd-4930-42
Early corrosion on sharp edge and spot welds •
Paint has newly been applied
•
Exposed to wind and weather for approximately 2 weeks
Cd-4930-78
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Severe corrosion due to a combination of several effects •
Sharp edges
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Rough welds (not grinded)
•
Missing stripe coating
Cd-4930-71
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Construction after steelwork preparation.
Grinded edge and weld
•
•
•
Sharp edge has been rounded Welding flux and smoke has been removed Grinded weld bead
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Cd-4932-15
Construction with sharp edge, weld flux and weld beads Pre-blasting preparation to be carried out: •
Round sharp edge
•
Remove welding flux with water
•
Grinding of weld bead Cd-4932-14
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Steel preparation
Weld spatter, welding smoke
Weld spatter
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Weld Areas at risk
Small weld spatters Even only one small weld spatter may be sufficient to initiate corrosion which with time may lead to severe problems
NOTE: Small failures like this are difficult to find
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Cd-4930-45
Unacceptable weld.
Too rough and full of pinholes/pores Weld spatters close to weld
• •
Re-welding and grinding must be carried carri ed out prior to re-blasting and painting
Cd-4930-39
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Paint on a very poor weld.
Pinholes and holidays visible after second stripe coating •
Neither re-welding nor grinding have been carried out prior to application
•
Remedial Actions: Re-blasting, re-welding, grinding and blast -cleaning: COSTLY
Cd-4930-41
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Early corrosion of welds in a water ballast tank •
Rough weld seams. Should have been grinded
•
Probably in combination with poor stripe coating
•
Mud can be seen, particularly on the bottom
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Cd-4930-75
Inside a tank after good steelwork and paint application Steelwork preparation and application of the paint have been carried out well
Cd-4930-51
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Steel support after good steelwork and paint application Pre-blasting preparation and application of the paint have been carried out well
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