I’m building a CNC mill. I though I had it planned, but now I’m having a bit of a which one sort of dilemma.
The basic structure is cast iron base with linear rails for the Y, then twin columns with rails for the Z, bridged with 2 pieces of 50mm equal angle (about 6mm thick) and some more linear rails for the X.
The base and bridge I’m pretty happy with. The structure is stiff enough – more massive – than the rails, so I’m confident that the rails will conform to the structure when bolted down. The rails are, as expected in the free state not straight in either plane.
The columns I’m a bit less sure of…
They are 80mm square hot rolled welded box, 3mm nominal thickness. Being none precision steel by the time I’ve made then flat I’m assuming the flat that the rails will bolt to will be about 2.5mm thick.
Seems like that might not be enough to pull the 20 mm rails flat.
Given I haven’t yet done the make precision work on the columns now is a good time to switch if required.
I could brace the inside with some more 50mm angle, which would give me the box section benefit in that it’s 80mm box, with added stiffness where the rails are.
I also have a length of 200mm channel which I could split and use as the columns instead. That would give unequal angle of about 60×100, which is less than 80 in one direction and more in the other. It is however 10mm thick, so probably stiff enough to hold the rails flat. Downside is I would have to cut it in half and that’s a lot of effort compared with backing the box with a length of 50mm.
I was planning on filling the box with sand to dampen any “ringing” which of course is not possible with an open angle.
Thoughts please, I’m probably overthinking this hugely, but there you go…
Dave