sree60
Mechanical
- Mar 9, 2005
- 50
Hi Members
For a pressure vessel built to ASME Sec VIII, is it allowed if shell (15mm thk ) circumferential joints with excessive root gaps upto 10 mm are welded by using temporary backing strips.Normally the excess root gaps are corrected by buttering the bevel ends.Joint detail is is single V with double side welding after back gouging.
Any inputs would be apprciated
Sree
For a pressure vessel built to ASME Sec VIII, is it allowed if shell (15mm thk ) circumferential joints with excessive root gaps upto 10 mm are welded by using temporary backing strips.Normally the excess root gaps are corrected by buttering the bevel ends.Joint detail is is single V with double side welding after back gouging.
Any inputs would be apprciated
Sree