dstokesag
Agricultural
- Apr 16, 2014
- 5
I have a very large flange part that has a 0.05mm perpendicularity callout to Datum -A- which is an ID bore diameter that is also very large and only about 21mm in depth. We setup a CMM program to inspect the part and depending on how many inspection points we put on this surface we can get whatever reading we want (Mitutoyo CMM is not equipped with a scanning head). So have a few questions here:
What is the proper number of inspection points and programming method (have PCDMIS software) for checking perpendicularity on a point style head CMM type machine for this type of check?
How do you set up the axis of Datum -A- if it is so short in land to ensure you have the true axis of Datum -A- established to take a good reading of the surface (again what is proper number of inspection points etc.)?
What would be the proper inspection method using a surface plate and indicator to do this open plate layout check and calculate the perpendicularity instead of using a CMM?
Thanks,
DS
What is the proper number of inspection points and programming method (have PCDMIS software) for checking perpendicularity on a point style head CMM type machine for this type of check?
How do you set up the axis of Datum -A- if it is so short in land to ensure you have the true axis of Datum -A- established to take a good reading of the surface (again what is proper number of inspection points etc.)?
What would be the proper inspection method using a surface plate and indicator to do this open plate layout check and calculate the perpendicularity instead of using a CMM?
Thanks,
DS