thegardener6
Mechanical
- Aug 11, 2009
- 8
Hello,
I have a general question about drawing arrangement for assembly tooling and fixture drawings. This may have been covered in previous post, but I wasn't able to find it.
I have seen test/assembly fixture drawings done a couple of different ways. Some drawings have all required information on a single drawing of the finished tooling and sometimes they a collection of separate drawings done for each assembly level to complete the tool or fixture.
My question is what is preferred practice?
For example, lets say I am creating a drawing of some sort of fixture -- basically a block with 2 pins to hold something during assembly and test.
If you have have a single drawing of the finished tooling assembly, wouldn't that open up the door for questions such as what size hole is required to accept the pins? I don't think that it would be very clear to dimension a force fit, so would it be appropriate to annotate the fit class? Also, what is the preffered way to callout the pins so that whoever produces the tooling doesn't attempt to machine cylinders instead of machining the holes, buy some pins and press them in. If a positional tolerance at MMC (or LMC) is required then would the diameter of the pins need to be dimensioned to give a mating envelope?
If you have a separte drawing for the block, wouldn't a projected tolerance zone be appropriate for the holes that accept the pins? I have typically seen holes with no drill point used, so would a counterbore symbol be preffered for the hole callout? I have shown them in section before, but is there a more efficient way?
The assembly drawing of the block and pins couldn't have many dimensional requirements brought from the block drawing because of the nature of assembly and extra cost because the block has already be inspected. You can't inspect the position of the holes because they now have pins in them. Can the pins be held to the positional tolerance of the holes if a projected tolerance zone is used?
I just wanted to see what everyone else does or if there is a standard that I am missing. Please point me to thread if this has been covered before
Thanks
I have a general question about drawing arrangement for assembly tooling and fixture drawings. This may have been covered in previous post, but I wasn't able to find it.
I have seen test/assembly fixture drawings done a couple of different ways. Some drawings have all required information on a single drawing of the finished tooling and sometimes they a collection of separate drawings done for each assembly level to complete the tool or fixture.
My question is what is preferred practice?
For example, lets say I am creating a drawing of some sort of fixture -- basically a block with 2 pins to hold something during assembly and test.
If you have have a single drawing of the finished tooling assembly, wouldn't that open up the door for questions such as what size hole is required to accept the pins? I don't think that it would be very clear to dimension a force fit, so would it be appropriate to annotate the fit class? Also, what is the preffered way to callout the pins so that whoever produces the tooling doesn't attempt to machine cylinders instead of machining the holes, buy some pins and press them in. If a positional tolerance at MMC (or LMC) is required then would the diameter of the pins need to be dimensioned to give a mating envelope?
If you have a separte drawing for the block, wouldn't a projected tolerance zone be appropriate for the holes that accept the pins? I have typically seen holes with no drill point used, so would a counterbore symbol be preffered for the hole callout? I have shown them in section before, but is there a more efficient way?
The assembly drawing of the block and pins couldn't have many dimensional requirements brought from the block drawing because of the nature of assembly and extra cost because the block has already be inspected. You can't inspect the position of the holes because they now have pins in them. Can the pins be held to the positional tolerance of the holes if a projected tolerance zone is used?
I just wanted to see what everyone else does or if there is a standard that I am missing. Please point me to thread if this has been covered before
Thanks