I haven't run across a case where those activities were specifically required by a code to be addressed on a WPS, except that method of preparation and joint details must be addressed. Typically, excavation, cavity preparation, NDE to verify removal, rewelding and final testing are addressed per the company's quality manual, such as on a weld traveler, a detailed "repair instruction" which references the WPS, or a supplemental sheet attached to a WPS.
Shane, MBSims
You are quite right, excavation, cavity preparation, NDE verification of removal of defect, rewelding and post weld NDE are generally mentioned in quality manual or specification for welding. Each WPS is also qualified for its own repairs. may be it makes life easier if it is mentioned this in WPS. i think to prepare a special WPS for repair is not so practical. After excavation and cavity preparation, the shape&depth of weld groove can not be predicted. So it is better to assume it as fillet weld.
regards
T,
Hello Nosetackle,
" Each WPS is also qualified for its own repairs"
Thank you for your response but the original question was whether an SMAW repair procedure was required for repair welding on welds produced with different processes eg. EGW, SAW, FCAW-S etc.
Nominating a single vee buttweld WPS as the repair procedure does not assist the welder who is performing the repair.
The other thing that concerns me is an excerpt from a Lincoln Datasheet regarding intermixing.
" When Innershield ( FCAW-S) weld deposits are intermixed with weld deposits from other welding processes, a decrease in weld metal Charpy V-notch toughness properties may occur."
Would this not be sufficient justification to require a specific qualified repair procedure if you were going to intermix SMAW with FCAW-S ?
Regards,
Shane
Shane, I'm with Marty. There is nothing specific in any Code (to my knowledge) that prohibits using one process in lieu of another... It should be the Engineer who specifies a repair and one would "hope" the Engineer would be knowlegable enough to specify a proper WPS for repairs... obviously, in most cases one may not want to use Submerged Arc for doing repairs on piping systems but I wouldn't see any problem doing an SMAW over FCAW or vice versa... just my opinion.
Shane,
If your service specification doesn't require qualification with impacts I wouldn't worry too much about the loss of toughness by welding over FCAW-S. The loss of toughness would be a concern were your service to be siesmic or low temp.
And consistent with Jon, the Engineer should be responsible for notification if impacts are required.
Thanks guys,
We are governed by specifications that leave a lot to be desired and are pretty much chasing our tails.
There is a new drama that seems to appear everyday and it is becoming increasingly difficult to ensure contractor compliance when the specs are full of holes,
Thanks again and have a great day,
Shane