Spiral scissor lift statics

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Discussion Overview

The discussion revolves around the statics of a spiral scissor lift, focusing on how load absorption is managed between the scissor structure and the spiral column when the lift is stationary. Participants explore the mechanics involved in load distribution and the roles of various components in the lift's design.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • One participant seeks to understand how much load is absorbed by the scissor structure versus the spiral column when the lift is stationary.
  • Another participant explains that the spiral column must support the entire load and that the scissors primarily manage torque loads to keep the platform level.
  • A clarification is made that the spiral column is not a ball screw but a helical band actuator, suggesting a different mechanism at play.
  • Further questions are raised regarding the concept of "load absorption," the function of the scissor mechanism, the articulation of the lifting mechanism, and the implications of removing the scissor mechanism on static balance.

Areas of Agreement / Disagreement

Participants express differing views on the mechanics of load absorption and the roles of the scissor and spiral components, indicating that multiple competing perspectives remain without consensus.

Contextual Notes

Participants have not fully defined key terms such as "load absorption," and there are unresolved questions regarding the static balance and articulation of the lifting mechanism. The discussion reflects a reliance on specific mechanical definitions and assumptions that have not been universally agreed upon.

Who May Find This Useful

Mechanical engineering students, professionals involved in lift design, and individuals interested in the mechanics of load distribution in scissor lifts may find this discussion relevant.

carlcla
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Thread moved from the technical forums to the schoolwork forums
TL;DR Summary: I need help to understand the concept for load absorption in a spiral scissor lift.

Hello everyone!

I have a mechanical engineering project for the end of this semester.

We have been tasked to design a spiral scissor lift similar to what’s in the attached picture. My question is regarding the statics. When the lift is stationary with a load on the top platform, are there any norms or guidelines for how much of the load will be absorbed by the scissor structure and how much of the weight will be absorbed by the spiral column itself?

I understand that when in motion, the spiral column has to be able to lift the entire load. But how about when its being static?
 

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carlcla said:
I understand that when in motion, the spiral column has to be able to lift the entire load. But how about when its being static?
The "scissors" keep the platform level in the long direction, while one or more torque tubes, between the two scissor sides, keep the platform level in the cross direction.

The spiral column, (that looks to me like a ball screw), must support the entire load, and the platform.

The scissors carry only differential moments, or torque loads, associated with keeping the platform level when the load is not applied above the column axis.

The column will still carry the entire load when static, unless the scissors can be locked, (at the 4 sliding points), to prevent movement at the top and bottom, and the spiral be released from the platform.
 
@carlcla
1)Could you please clarify your concept of “load absorption”?

2)Could you explain the reason to be and the function of the scissor mechanism in this case?

3)If the joint of the lifting mechanism to the top platform articulated?

4)How static balance would be achieved if we remove the scissor and leave the lifting mechanism in place?
 
 

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