learningallthetime
New member
- Jul 10, 2016
- 16
Hello.
I'm new to this forum and come with a question.
There is a welded steel frame structure to the top of which is attached a three wooden sheets (not touching) adjusted to lie in a single plane. The frame has 4 "feet" that can be adjusted to ensure that the plane is horizontal.
There is an aluminium machined part (containing bearings & an optical encoder) from the top of which emerges a vertical shaft to which a horizontal jointed arm (circa 500mm long) is attached. The arm is dimensioned to support 10kg at the end with minimal flex (circa 1mm).
The arm should swing out over the aforementioned horizontal plane (think of it like a table top), as close as possible but without ever touching (am aiming for a conservative 5mm separation).
My question is, how to attach the aluminium machined part to the steel frame during the assembly process such that the motion of the arm is properly adjusted? OR such that it is in the future adjustable?
A couple of thoughts so far:
- initially I thought that I'd create some kind of "adjustment mechanism" so that the tilt of the part could be adjusted post assembly. Was unable to come up with anything that was not tremendously complicated (and chunky, given the mass at the tip of the arm).
- then decided that the way to go was to create some kind of jig to hold the part in perfect alignment during assembly at which point to fix it right once and for all.
- however even then, not clear how best to make the attachment since predrilled holes would be no good. (Considered bolting an aluminium plate to a steel one, welding one to the part and one to the frame with everything clamped... Bit of a shot in the dark.)
The idea is to come up with a method that can be done routinely.
As an aside I don't know the extent to which welded steel frames might distort over time, shifting the plane and necessitating some further adjustment of the arm? Is that just a matter of dimensioning the frame such that no loads (or knocks) could possibly take it near yield strength?
Any input much appreciated.
I'm new to this forum and come with a question.
There is a welded steel frame structure to the top of which is attached a three wooden sheets (not touching) adjusted to lie in a single plane. The frame has 4 "feet" that can be adjusted to ensure that the plane is horizontal.
There is an aluminium machined part (containing bearings & an optical encoder) from the top of which emerges a vertical shaft to which a horizontal jointed arm (circa 500mm long) is attached. The arm is dimensioned to support 10kg at the end with minimal flex (circa 1mm).
The arm should swing out over the aforementioned horizontal plane (think of it like a table top), as close as possible but without ever touching (am aiming for a conservative 5mm separation).
My question is, how to attach the aluminium machined part to the steel frame during the assembly process such that the motion of the arm is properly adjusted? OR such that it is in the future adjustable?
A couple of thoughts so far:
- initially I thought that I'd create some kind of "adjustment mechanism" so that the tilt of the part could be adjusted post assembly. Was unable to come up with anything that was not tremendously complicated (and chunky, given the mass at the tip of the arm).
- then decided that the way to go was to create some kind of jig to hold the part in perfect alignment during assembly at which point to fix it right once and for all.
- however even then, not clear how best to make the attachment since predrilled holes would be no good. (Considered bolting an aluminium plate to a steel one, welding one to the part and one to the frame with everything clamped... Bit of a shot in the dark.)
The idea is to come up with a method that can be done routinely.
As an aside I don't know the extent to which welded steel frames might distort over time, shifting the plane and necessitating some further adjustment of the arm? Is that just a matter of dimensioning the frame such that no loads (or knocks) could possibly take it near yield strength?
Any input much appreciated.