Re: [CAD_CAM_EDM_DRO] Re: re:Final leadscrew design - thanks to all (not yet?...
Posted by
ptengin@a...
on 2000-10-27 12:30:42 UTC
In a message dated 10/27/00 12:16:04 AM Hawaiian Standard Time,
ballendo@... writes:
<< You could use
bolts and nuts to avoid any tapping(for the retainer plates)Good work!
Addt'l replies below
Ballendo >>
Ron,
Lest you do really close tolerance work, do not use bolts and nuts as the
retainer plates and bearings can slide axially in the bore back and forth if
you have the stack height thicker than the block thickness. Trully fixing
one retainer plate and then clamping with the other is what you should be
aiming for.
Peter
THRD, Inc.
ballendo@... writes:
<< You could use
bolts and nuts to avoid any tapping(for the retainer plates)Good work!
Addt'l replies below
Ballendo >>
Ron,
Lest you do really close tolerance work, do not use bolts and nuts as the
retainer plates and bearings can slide axially in the bore back and forth if
you have the stack height thicker than the block thickness. Trully fixing
one retainer plate and then clamping with the other is what you should be
aiming for.
Peter
THRD, Inc.
Discussion Thread
ptengin@a...
2000-10-27 12:30:42 UTC
Re: [CAD_CAM_EDM_DRO] Re: re:Final leadscrew design - thanks to all (not yet?...
ballendo@y...
2000-10-27 16:21:46 UTC
Re: Re: re:Final leadscrew design - thanks to all (not yet?...