Wind Turbine Tower Damper With Central Passageway Access

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Solution Overview

Problem

Wind turbine towers face challenges in damping vortex-induced vibrations while maintaining a passageway for service personnel, as existing solutions are either cumbersome or obstructive.

Innovation Solution

A compact, robust tower vibration damper featuring a cylindrically shaped pendulum structure suspended by springs and immersed in damping liquid, with adjustable natural frequency and a design allowing easy passage through the tower.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Object-affected harmful factors

If a vibration damper is added to the wind turbine tower, then vortex-induced vibrations are damped, but the passageway for service personnel is obstructed

Engineering Contradiction:
Improvevortex-induced vibrationsVSAvoidpassageway access for service personnel
Core Design Contradiction:
Object-affected harmful factorsVSEase of operation

Solution Approach 1:

The vibration damper is divided into multiple modular components including a pendulum body, damping chambers, and spring elements that can be independently assembled and maintained, allowing service personnel to access different sections through the passageway without removing the entire device

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The pendulum body is nested within the tower structure with the passageway running through its center, creating a concentric arrangement where the vibration damper components are positioned around the service access route, allowing both vibration damping and personnel access to coexist

Inventive Principle:
Principle #7Nested doll (Nesting)

2Reliability

If the vibration damper is placed close to the free end of the tower, then damping effectiveness is improved, but space restrictions make installation difficult

Engineering Contradiction:
Improvedamping effectivenessVSAvoidinstallation space availability
Core Design Contradiction:
ReliabilityVSVolume of moving object

Solution Approach 1:

The vibration damper utilizes the radial dimension of the tower by positioning the pendulum body concentrically within the tower wall thickness, rather than occupying axial space, thereby enabling installation near the tower top without compromising the passageway or exceeding space constraints

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

Solution Approach 2:

The damping chambers are designed as thin-walled structures that can be integrated into the tower wall, allowing the vibration damper to fit within the limited wall thickness available at the tower top while maintaining structural integrity and damping performance

Inventive Principle:
Principle #30Flexible shells and thin films

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 effectively dampens vibrations while enabling safe and easy access for maintenance, accommodating various damping demands and operational conditions.

Implementation Method 1

a plurality of springs arranged to dampen movements of the pendulum structure when suspended in the wind turbine tower

Methodology Applied
Scientific EffectElasticity: Elasticity

Implementation Method 2

a chamber holding a damping liquid into which damping liquid the pendulum structure is at least partly immersed

Methodology Applied
Scientific EffectViscous damping: Viscous Damping

Implementation Method 3

a pendulum structure adapted to be suspended in the wind turbine tower, said pendulum structure comprising a cylindrically shaped pendulum body

Methodology Applied
Scientific EffectPendulum motion: Pendulum

Implementation Method 4

a suspension arrangement for suspending the pendulum structure in the wind turbine tower such that the pendulum structure is allowed to displace from a neutral position

Methodology Applied
Scientific EffectGravity: Gravitation

Data Source

PatentUS11603678B2Tower vibration damper
Publication Date: 2023.03.14 VESTAS WIND SYSTEMS AS
  • US11603678B2 patent drawing
  • US11603678B2 patent drawing
  • US11603678B2 patent drawing

AI summary

The present invention relates to a tower damper adapted to be mounted in a wind turbine tower, the tower damper comprising a pendulum structure adapted to be suspended in the wind turbine tower; a plurality of springs arranged to dampen movements of the pendulum structure; a suspension arrangement for suspending the pendulum structure; and a chamber holding a damping liquid into which damping liquid the pendulum structure is at least partly immersed. The present invention further relates to a wind turbine comprising a tower damper.