numberfive
Mechanical
- Mar 18, 2011
- 48
Experts,
We are currently installing a stainless steel cooling water system for a condenser consisting of 8" thru 20" sch. 10 pipe. All flanged joints are ductile iron backup flanges and gaskets are a compressed aramid fiber with nitrile binder.
At initial pressurization of the system (50psi.) several of the flanged joints leaked.
We have been asked to torque all of the flanged joints to the gasket manufacturers torque specs for ASME B16.5 150# class flanges.
I'm concerned that we may be over torquing these ductile iron backup flanges (especially the larger ones) due to the flexing that I'm seeing in them.
For example, the torque spec. for a 20" flange is 415 ft./lb.
I've never used a torque spec when installing ductile iron backup flanges before but my experience tells me that we may be over tightening these flanges.
Any input would be greatly appreciated.
numberfive
We are currently installing a stainless steel cooling water system for a condenser consisting of 8" thru 20" sch. 10 pipe. All flanged joints are ductile iron backup flanges and gaskets are a compressed aramid fiber with nitrile binder.
At initial pressurization of the system (50psi.) several of the flanged joints leaked.
We have been asked to torque all of the flanged joints to the gasket manufacturers torque specs for ASME B16.5 150# class flanges.
I'm concerned that we may be over torquing these ductile iron backup flanges (especially the larger ones) due to the flexing that I'm seeing in them.
For example, the torque spec. for a 20" flange is 415 ft./lb.
I've never used a torque spec when installing ductile iron backup flanges before but my experience tells me that we may be over tightening these flanges.
Any input would be greatly appreciated.
numberfive