Originally Posted by
hanermo
This is a communications problem, ...
We don´t understand what You are asking.
Also, it is common to have done some work and suggestions, yourself, asking for ways to improve a particular proposed solution.
Also, You are proposing making a machine of vast work envelope.
The approx cost of same will be somewhere in the 10.000-15.000€ range.
Are You aware of this ?
Usually, anyone planning something like this is doing so with industrial money, and not a hobby build.
Ie a commercial-use machine, for making money.
Industrial use would never use round rails, but profiled rails.
Industrial use, ie commercial, will almost never use steppers today, but servos.
Commercial use means a toolchanger with a drawbar, ie ATC spindle.
Going from y: 1200 to y:1500 increases your work cube or volume about 25%.
Now the machine needs to be 25% more rigid, and 25% more heavy.
Z: 200 to 500 mm increases 2.5 times or 250%.
Total = 250 % x 25% = 3.15.
If a mechmate-style on linear rails == 800 kg, for you solution your machine should be somewhere around 2000 kg or more.
And the z axis gantry should be about 250x600 mm in 10 mm (+) steel, on widely spaced size-25 linear guides.
This would give about 350 mm z axis movement.
Hope this helps.
For reference, I have a machine of this size, on x, z and potentially y.
It is about 10x more rigid than a mechmate, as it is a mill and not a router.
It is a double-column milling machine, with moving table.
A bridge mill design, ie not a moving-gantry like most routers.
The "gantry" is about 700 kg in mass, and only goes up-down on z.
Uses 12 linear trucks, on 35 mm linear guides, for rated 50 tons rigidity.
It is still very very light, relatively, and I use 20 mm thick tool steel everywhere.
No mild steel rectangles.
My widest spacing is 1600 mm on x, workpiece size, with 1200 mm movement on x.
This means the beams need to be 2000 mm tall, front and back, and 20 mm thick tool steel.
So they are 2200 x 200 x 20 mm, about 100 kg each.
Size 35 mm linear rails, 2200 long, are another 15+ kg, each.
A router could use thinner steel, like 10 mm.
Still, it is a major undertaking.
Just finishing the last upgrade has taken 6 months, and another 1200-1400 kg steel, and == 600 work hours.
The rigid, fixed columns, are 200 x 400 mm boxes, at each end. 1500 mm tall.
20 mm front and back, 10 mm steel sides.
2 ribs, 20 mm thick, 200x400x20 mm, in middle, for box-in-box construction.
Just pointing out that a really large work envelope has serious implications in mechanical terms.
My expected rigidity (z axis, vertical) is approx 0.03 mm / 80 kgf load, or better.
= 800 N / 30 um = 26 N/um.
HTH.