ukmet
Materials
- Aug 29, 2012
- 63
We are planning for PQR having following specs:
Material : SA-333 Gr 6 to Sa 350 LF2
Cladding : Inside and weld joint Alloy 825
Groove to qualify: 14.27 to 24 mm
Process : GTAW : up to 10 mm
SMAW : from 11 to 24 mm
My questions are:
1. As per ASME Sec.IX QW 453 tensile testing is not required for weld corrosion overlay PQR. Why it is so? We will just to DPT and bend test?
2. For P1 PWHT is required in B31.3 above 19mm but the PWHT chart do not show for P 45 which is inconel 825 of which the cladding will be done. Do we need to do PWHT? If yes than we will follow the requirements for P1 or there are some special requirements for overlays?
Material : SA-333 Gr 6 to Sa 350 LF2
Cladding : Inside and weld joint Alloy 825
Groove to qualify: 14.27 to 24 mm
Process : GTAW : up to 10 mm
SMAW : from 11 to 24 mm
My questions are:
1. As per ASME Sec.IX QW 453 tensile testing is not required for weld corrosion overlay PQR. Why it is so? We will just to DPT and bend test?
2. For P1 PWHT is required in B31.3 above 19mm but the PWHT chart do not show for P 45 which is inconel 825 of which the cladding will be done. Do we need to do PWHT? If yes than we will follow the requirements for P1 or there are some special requirements for overlays?