Slagathor
Mechanical
- Jan 6, 2002
- 129
I have a decent understanding of gasketed flange joint (m,y factors / Modern Flange Design 502 Bulletin / ASME Section 8) design, but for some reason I am having a hard time getting my head around an o-ring joint.
Lets say we have a 300# flange pair, flat faced.
Instead of using a gasket, we have an O-Ring, and the O-Ring groove is centered on the 'G' diameter for a Std Dimension Ring Face Gasket. (G = Equivalent Diameter at Gasket Load Reaction, per the 502 Bulleting / ASME methodology)
There is a groove machined in one flange, the other is flat.
We know that with Gaskets, bolt pre-load should be calculated for the specific gaskets used in the joint and the design pressure, etc. (m and y factor calcs provide a minimum start point here...but do not allow for relaxation, temperature effects, etc)
In the case of an O-ringed joint, however, what is the guidance for pre-load?
O-rings are self sealing in that when properly configured, the pressure they are resisting is the mechanism that makes them seal in the groove.
In this case, do we only need enough pre-load to stop separation? (separation would disrupt the self sealing functionality of an O-ring)
Such a minimal requirement (no high multiple of separation forces like you have with gasket m and y factors) will result in dramatically less pre-load than for a gasketed joint.
This would seem to be far too little pre-load, and I assume there must be some standard safety factor (2x, 3x separation force for example...)
Thank you for enlightening me...
Lets say we have a 300# flange pair, flat faced.
Instead of using a gasket, we have an O-Ring, and the O-Ring groove is centered on the 'G' diameter for a Std Dimension Ring Face Gasket. (G = Equivalent Diameter at Gasket Load Reaction, per the 502 Bulleting / ASME methodology)
There is a groove machined in one flange, the other is flat.
We know that with Gaskets, bolt pre-load should be calculated for the specific gaskets used in the joint and the design pressure, etc. (m and y factor calcs provide a minimum start point here...but do not allow for relaxation, temperature effects, etc)
In the case of an O-ringed joint, however, what is the guidance for pre-load?
O-rings are self sealing in that when properly configured, the pressure they are resisting is the mechanism that makes them seal in the groove.
In this case, do we only need enough pre-load to stop separation? (separation would disrupt the self sealing functionality of an O-ring)
Such a minimal requirement (no high multiple of separation forces like you have with gasket m and y factors) will result in dramatically less pre-load than for a gasketed joint.
This would seem to be far too little pre-load, and I assume there must be some standard safety factor (2x, 3x separation force for example...)
Thank you for enlightening me...