Elevator Tie-Down Compensation via Pit Sheave Tensioning

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Solution Overview

Problem

Conventional elevator systems face challenges in maintaining traction and preventing counterweight jump, especially in high-rise buildings with shallow pit depths, as existing tie-down compensation arrangements require deep pits and are not compatible with all building designs.

Innovation Solution

A tensioning assembly with a load-bearing member, such as a steel-core, rubber-coated belt, and a damper system that absorbs energy to maintain tension and prevent counterweight jump, allowing for a shallower pit depth and effective traction.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional tie-down compensation arrangements (chains, free rope, moveable mass) are used, then adequate rope tension and counterweight jump prevention are achieved, but large pit depth is required

Engineering Contradiction:
Improvecounterweight jump preventionVSAvoidpit depth
Core Design Contradiction:
ReliabilityVSLength of stationary object

Solution Approach 1:

The invention transitions from vertical pit-depth-based tension maintenance to a horizontal wrap-around configuration at the pit bottom. The tension member wraps around a sheave positioned at the pit floor, creating tension through lateral geometry rather than vertical depth, thus eliminating the need for deep pits while maintaining counterweight jump prevention.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

Solution Approach 2:

A sheave is introduced as an intermediary element at the pit bottom to redirect and maintain tension in the load-bearing member. This sheave acts as a mediator that converts the geometric wrap-around configuration into effective tension force, preventing counterweight jump without requiring deep pit structures.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Force

If chain compensation arrangement is used, then tension is provided for certain elevator system designs, but it is not compatible with buildings having rise above 400 feet

Engineering Contradiction:
Improverope tensionVSAvoidbuilding height compatibility
Core Design Contradiction:
ForceVSAdaptability or versatility

Solution Approach 1:

The invention changes the fundamental parameter of tension generation from chain weight (mass-based) to geometric wrap-around configuration (angle-based). This allows the system to scale to higher building rises because the tension effectiveness depends on the wrap angle and sheave position rather than the length and weight of a chain, making it compatible with buildings exceeding 400 feet.

Inventive Principle:
Principle #35Parameter changes

3Weight of moving object

If lightweight cars and counterweights are used, then other advantages are achieved, but traction is reduced due to shifting rope weight effects

Engineering Contradiction:
Improvecar and counterweight weightVSAvoidtraction
Core Design Contradiction:
Weight of moving objectVSReliability

Solution Approach 1:

The wrap-around tensioning arrangement pre-establishes constant tension in the load-bearing member through its geometric configuration at the pit bottom. This preliminary tensioning action counteracts the shifting rope weight effects that occur during car movement, maintaining adequate traction throughout the travel range even with lightweight cars and counterweights.

Inventive Principle:
Principle #10Preliminary action

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The solution ensures consistent traction and minimizes counterweight jump, enabling the use of tie-down compensation in high-rise buildings with shallow pit depths, providing a more compact and functional elevator system.

Implementation Method 1

A damper absorbs energy that otherwise would cause counterweight jump

Methodology Applied
Scientific EffectEnergy absorption: Damping

Implementation Method 2

A base module has at least one sheave that rotates about an axis that remains fixed beneath the lowest position of the cab

Methodology Applied
Scientific EffectRotation:

Data Source

PatentUS7946390B2Tie-down compensation for an elevator system
Publication Date: 2011.05.24 OTIS ELEVATOR CO
  • US7946390B2 patent drawing
  • US7946390B2 patent drawing
  • US7946390B2 patent drawing

AI summary

An elevator system (20) includes a tie-down compensation arrangement (40). A tension member (42) extends between a cab (22) and counterweight (26) to provide a desired amount of tension on a load bearing rope or belt (30) that supports the cab and the counterweight. The tension member (42) in one example comprises a coated steel belt. At least one sheave (46) is supported on a base module (48) and remains stationary relative to a floor of a pit (52). A damper (50) is supported for movement with the counterweight (26) or the cab (22) to absorb energy that would otherwise tend to cause counterweight jump following a rapid descent and stop of the cab (22).