prdave00
Mechanical
- Jul 24, 2008
- 181
I am working on a design comprised of 2 sliding components with a cylindrical machined spring element disposed between compression platens on the 2 sliding members. I am also considering welding a cylindrical housing (tube) to reduce the likelihood of material impingement between the coils. Please see attached file. Now to my query....
I'm in the process of tolerancing these parts to (a) ensure sliding elements maintain an interference fit, (b) control the wall thickness of the cylinder component, and (c) ensure the spring does not contact any housing/sleeve element that might be installed. To this latter item, the spring element could be laser welded in place to the cylinder element to mitigate this concern and I have already accounted for the spring OD growing in compression.
One of my colleagues suggested both a positional and straightness tolerance be applied to the male - female sliding features as shown. However, I am thinking the positional tolerance alone might suffice. Also, to be candid, I further questioned the need to have both when I couldn't find any examples in ASME Y14.5-2009 that utilized both (not to say that this document is the end all be all in terms of what's not shown).
Any thoughts / guidance on this specific dilemma or in general to my overall tolerancing scheme would be greatly appreciated.
I'm in the process of tolerancing these parts to (a) ensure sliding elements maintain an interference fit, (b) control the wall thickness of the cylinder component, and (c) ensure the spring does not contact any housing/sleeve element that might be installed. To this latter item, the spring element could be laser welded in place to the cylinder element to mitigate this concern and I have already accounted for the spring OD growing in compression.
One of my colleagues suggested both a positional and straightness tolerance be applied to the male - female sliding features as shown. However, I am thinking the positional tolerance alone might suffice. Also, to be candid, I further questioned the need to have both when I couldn't find any examples in ASME Y14.5-2009 that utilized both (not to say that this document is the end all be all in terms of what's not shown).
Any thoughts / guidance on this specific dilemma or in general to my overall tolerancing scheme would be greatly appreciated.