Problem Solving Forum (12)


Is there a place for using “rust convertors” in heavy-duty maintenance projects?


Considering substitute power tool manual excess rust scale removal before abrasive blasting with HP / UHP water jetting. What could be recommended pressure / flow ratio for excess and poorly adherent material removal? I have limited water supply available (about 15-20 liters / minute). Abrasive blasting thereafter is a must because of the specification.


When we use field splice plate connections on structural steel projects, how do we prevent rust and rust staining at bolt heads and at the splice plate/steel interface?


What can be done to prevent rust bleed in crevices when applying a zinc/epoxy/urethane system?


When SSPC-SP3 (Power Tool Cleaning) is specified, how should one decide when to apply the power tool to the entire surface and when to use it just where the coating appears to be defective or rusting?


What are the limitations of rust-encapsulating coatings?


Is there a place for using “rust convertors” in heavy-duty maintenance projects?


What can be done to prevent rust bleed in crevices when applying a zinc/epoxy/urethane system?


What can be done to prevent rust bleed in crevices when applying a zinc/epoxy/urethane system?


Is there a place for using “rust convertors” in heavy-duty maintenance projects?


What are the limitations of rust-encapsulating coatings?


What can be done to prevent rust bleed in crevices when applying a zinc/epoxy/urethane system?


 
 
   

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