mrsteam
Mechanical
- Aug 22, 2005
- 20
I have a design that uses standard pipe as a shell. At the top of the shell we are adding a very short run of a larger diameter pipe of heavier schedule (call this the seat ring), attached to the main shell by a lap joint double fillet weld (main shell fits on ID of seat ring), in order to provide a seating surface for the flat cover, with an o-ring groove machined in. Bolting is by means of swing bolts, with lugs attached to the main shell (not to the seat ring).
Question is how do I treat this seat ring, and what calculations do I need? I initially considered it a flange per Appendix 2, but now I think that might not be accurate, considering bolts are not attached to the seat ring. So now I'm thinking this is just another section of shell, and should be treated as such. In such case, all I would need is the thickness requirements for the shell, and geometry constraints for the lap joint? Any comments?
Another problem is related for use with lethal substances... UW-2 indicates that Category B joints should be of either type 1 or 2 only, and this lap joint would be type 4. Any recommendations on this?
I thank you all for any insight.
Question is how do I treat this seat ring, and what calculations do I need? I initially considered it a flange per Appendix 2, but now I think that might not be accurate, considering bolts are not attached to the seat ring. So now I'm thinking this is just another section of shell, and should be treated as such. In such case, all I would need is the thickness requirements for the shell, and geometry constraints for the lap joint? Any comments?
Another problem is related for use with lethal substances... UW-2 indicates that Category B joints should be of either type 1 or 2 only, and this lap joint would be type 4. Any recommendations on this?
I thank you all for any insight.