JJF
Structural
- Oct 18, 2004
- 22
I've got a client with a 1/4 mile pier into a brackish (salt and fresh water mix) river.
Over time, the painted steel pipe piles have started to corrode. The plant currently uses an impressed current and sacraficial anodes to protect (or reduce) the pile corrosion but this does not appear to be enough.
My initial reaction is a NDT program, and clean and paint; with concrete jacketing on the piles with excessive reduction in thickness.
Any other thoughts?
Any experience out there with other types of repairs?
As always, thanks for the help.
jjf
Over time, the painted steel pipe piles have started to corrode. The plant currently uses an impressed current and sacraficial anodes to protect (or reduce) the pile corrosion but this does not appear to be enough.
My initial reaction is a NDT program, and clean and paint; with concrete jacketing on the piles with excessive reduction in thickness.
Any other thoughts?
Any experience out there with other types of repairs?
As always, thanks for the help.
jjf