falco
Industrial
- Jul 4, 2001
- 24
Hi everyone
I'd like to know your opinion for the following case:
I'm quite familiar with the elaboration of documents such as WPS or PQR and WPQR when using for example ASME code SEC IX or AWS D1.1 concerning pressure vessel or steel structure erection. I have a collegue that consult me what happens with weld related to wear repair, this company has some shaft that normally are reconstructed using submerged arc welding and they are having some troubles because it does not last what his supplier is saying. I haven't found yet a specification that suggest me which would be the appropriate test to perform (Tensile bending etc...) and what kind of coupon should be used in order to perform a welding procedure qualification for this type of repairs..
Anyone can give me an advice on which specification or document should I use to elaborate WPS, WPQR and PQR for this procedure and ensure good welding quality
I will really appreciate your assistance
BEst regards
I'd like to know your opinion for the following case:
I'm quite familiar with the elaboration of documents such as WPS or PQR and WPQR when using for example ASME code SEC IX or AWS D1.1 concerning pressure vessel or steel structure erection. I have a collegue that consult me what happens with weld related to wear repair, this company has some shaft that normally are reconstructed using submerged arc welding and they are having some troubles because it does not last what his supplier is saying. I haven't found yet a specification that suggest me which would be the appropriate test to perform (Tensile bending etc...) and what kind of coupon should be used in order to perform a welding procedure qualification for this type of repairs..
Anyone can give me an advice on which specification or document should I use to elaborate WPS, WPQR and PQR for this procedure and ensure good welding quality
I will really appreciate your assistance
BEst regards