JIPMKWA
Mechanical
- May 8, 2014
- 51
ASME Sec. 1 is a code for construction , not repair but under table PW-39.1 defining nominal thicknesses it mentions material repair under (C)
For the scenario that I am in now - On the secondary superheater outlet header ( SA 335 P22) socket welds ( SA 213 T22 tube stubs). We are chasing indications , clearing them with Wet MT and then re-welding them with a temper bead.
I am reading the PWHT requirements from table PW-39-4 (A) (1) (3) and it says a nominal base metal thickness of 5/8" or more requires PWHT. Going back to my original comment from table PW-39.1 (C) , it defines nominal base metal thickness as the depth of the weld for PJP's or fillet welds on material repair
Am I interpreting this correctly that regardless of base metal thickness when repairing a wash zone on a header / or crack in a socket weld. That as long as we do not go deeper than a 5/8" excavation and we pre-heat correctly - No PWHT is required nor a temper bead ?
For the scenario that I am in now - On the secondary superheater outlet header ( SA 335 P22) socket welds ( SA 213 T22 tube stubs). We are chasing indications , clearing them with Wet MT and then re-welding them with a temper bead.
I am reading the PWHT requirements from table PW-39-4 (A) (1) (3) and it says a nominal base metal thickness of 5/8" or more requires PWHT. Going back to my original comment from table PW-39.1 (C) , it defines nominal base metal thickness as the depth of the weld for PJP's or fillet welds on material repair
Am I interpreting this correctly that regardless of base metal thickness when repairing a wash zone on a header / or crack in a socket weld. That as long as we do not go deeper than a 5/8" excavation and we pre-heat correctly - No PWHT is required nor a temper bead ?