butelja
Mechanical
- Jun 9, 1999
- 674
Here is the problem:
I have a gravity belt thickener (belt conveyor used to dewater sludge) that has the first portion of belt horizontal. The second section is inclined at roughly 30 degrees above horzontal. It is one continuous belt driven from the top of the inclined section. The transition between the two sections has a small radius of curvature. The belt tension under load tends to lift the belt off its bed and cause operational problems (sludge spillage).
A set of rollers above the conveyor belt has been added to keep the belt from lifting. They do prevent lifting, but cause additional problems as they plow through the sludge.
It is desired to re-design the transition area between the flat and inclined conveyor sections to prevent belt lifting under load. If belt tension and weight were constant along the length, then the ideal shape of this transition region would be a catenary curve like that of a cable hanging under its own weight. However, belt tension is not constant, but increases along the belt in the direction of travel in proportion to the supporting force normal to the belt.
What is the easiest way to determine the proper shape of the transition curve? Can this problem be solved in any way other than a computer finite difference model of the belt? I'm hoping that the proper shape can be closely approximated by a circular arc or parabola. I'd also like to be able to verify any computer results via simplified manual calculations. Any help or additional insights are appreciated.
I have a gravity belt thickener (belt conveyor used to dewater sludge) that has the first portion of belt horizontal. The second section is inclined at roughly 30 degrees above horzontal. It is one continuous belt driven from the top of the inclined section. The transition between the two sections has a small radius of curvature. The belt tension under load tends to lift the belt off its bed and cause operational problems (sludge spillage).
A set of rollers above the conveyor belt has been added to keep the belt from lifting. They do prevent lifting, but cause additional problems as they plow through the sludge.
It is desired to re-design the transition area between the flat and inclined conveyor sections to prevent belt lifting under load. If belt tension and weight were constant along the length, then the ideal shape of this transition region would be a catenary curve like that of a cable hanging under its own weight. However, belt tension is not constant, but increases along the belt in the direction of travel in proportion to the supporting force normal to the belt.
What is the easiest way to determine the proper shape of the transition curve? Can this problem be solved in any way other than a computer finite difference model of the belt? I'm hoping that the proper shape can be closely approximated by a circular arc or parabola. I'd also like to be able to verify any computer results via simplified manual calculations. Any help or additional insights are appreciated.