Another question on fixtures....I know someone out there besides me has to be accountable for annual fixture calibrations......
For example: I'm taking vector hits on the fixture block that the part sits on to validate that the form of the block is correct. On the print form contours are 2.00 to A,B,C. or + / -1.00 in each direction. However that is the tolerance zone for the part itself.
I was told years ago that for the fixture a part tolerance of + / - 1.00 would transfer to + / - 0.100 or 10% of the part tolerance. My question is would you agree with this or do you use another method for calibrating fixtures with a part print???
In the case I have right now, most the vector points are outside a + / - 0.100Tolerance. I have a hard time believing that all these points are out of tolerance simply cuz if they'd been that far out (.2 to .4) the fixuture would never been put in place at the time of the PPAP.
Because I'm blaming myself at the moment for these out of tolerance points I've aligned this fixture several different ways ( ABC from the tooling balls, An interative alignment off the tooling balls and an interative alignment on the fixture features and in all 3 cases the end results is basically the same thing!!
So, I dunno, maybe I am right and the fixture is screwed....wouldn't be the first time but still back to the original question...what tolerance do you use when calibrating fixtures??? is 1/10 of part tolerances correct???
Help if you can...I'm on my own here....
Tc
For example: I'm taking vector hits on the fixture block that the part sits on to validate that the form of the block is correct. On the print form contours are 2.00 to A,B,C. or + / -1.00 in each direction. However that is the tolerance zone for the part itself.
I was told years ago that for the fixture a part tolerance of + / - 1.00 would transfer to + / - 0.100 or 10% of the part tolerance. My question is would you agree with this or do you use another method for calibrating fixtures with a part print???
In the case I have right now, most the vector points are outside a + / - 0.100Tolerance. I have a hard time believing that all these points are out of tolerance simply cuz if they'd been that far out (.2 to .4) the fixuture would never been put in place at the time of the PPAP.
Because I'm blaming myself at the moment for these out of tolerance points I've aligned this fixture several different ways ( ABC from the tooling balls, An interative alignment off the tooling balls and an interative alignment on the fixture features and in all 3 cases the end results is basically the same thing!!
So, I dunno, maybe I am right and the fixture is screwed....wouldn't be the first time but still back to the original question...what tolerance do you use when calibrating fixtures??? is 1/10 of part tolerances correct???
Help if you can...I'm on my own here....
Tc
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