Special Trackwork Vibration Damping with Tuned Mass Dampers

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Solution Overview

Problem

Special trackwork assemblies, used in railway intersections, experience excessive vibrations due to their stiffer and shorter design, leading to nuisance and structural damage, particularly when embedded in concrete, resulting in high maintenance costs.

Innovation Solution

Incorporating tuned mass dampers and vibration isolators into the special trackwork assembly, which are designed to resonate with the frequencies of interest of the vibrations generated by train wheels, thereby dampening or isolating these vibrations from surrounding structures.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Adaptability or versatility

If special trackwork is designed to be shorter and wider with additional elements, then it can provide necessary track intersection functionality, but it becomes stiffer and transmits more vibration to surrounding structures

Engineering Contradiction:
Improvetrack intersection functionalityVSAvoidvibration transmission
Core Design Contradiction:
Adaptability or versatilityVSObject-affected harmful factors

Solution Approach 1:

The patent introduces vibration isolation elements as intermediary components between the special trackwork and the surrounding concrete structure. These elements act as a mediator that allows the trackwork to maintain its stiff, functional design while preventing excessive vibration transmission to the concrete, thereby resolving the contradiction between structural functionality and vibration control.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Ease of manufacture

If special trackwork is embedded directly in concrete without cross ties, then installation is simplified, but excessive vibrations cause concrete cracking and increased maintenance costs

Engineering Contradiction:
Improveinstallation simplicityVSAvoidconcrete durability
Core Design Contradiction:
Ease of manufactureVSReliability

Solution Approach 1:

The patent applies vibration isolation elements beforehand during the installation process, before the concrete is poured or set. This preemptive measure cushions the concrete structure against future vibration-induced stresses, allowing the simplified direct embedding installation method to proceed while preventing the concrete cracking and durability issues that would otherwise occur.

Inventive Principle:
Principle #11Beforehand cushioning (Prior cushioning)

3Strength

If special trackwork segments are attached by fish plates or welding, then structural integrity is maintained, but the additional connection elements increase overall stiffness and vibration transmission

Engineering Contradiction:
Improvestructural integrityVSAvoidvibration transmission
Core Design Contradiction:
StrengthVSObject-affected harmful factors

Solution Approach 1:

The vibration isolation elements serve as an intermediary layer between the trackwork segments and the surrounding concrete structure. This allows the segments to be firmly connected to each other (maintaining structural integrity through fish plates or welding) while the isolation elements prevent the accumulated vibrations from being transmitted to the concrete, thus resolving the contradiction between connection strength and vibration control.

Inventive Principle:
Principle #24Intermediary (Mediator)

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 reduces the amplitude of vibrations at specific frequencies, minimizing the transmission of vibrations to surrounding structures and reducing maintenance costs associated with concrete damage.

Implementation Method 1

one or more tuned mass dampers secured to the special trackwork body and formed to vibrate, in response to the traffic-related vibrations of the special trackwork body, at the frequency of interest

Methodology Applied
Scientific EffectResonance: Resonance

Implementation Method 2

to at least partially dampen the traffic-related vibrations of the special trackwork body

Methodology Applied
Scientific EffectDamping: Damping

Data Source

PatentUS10487456B2Special trackwork assembly
Publication Date: 2019.11.26 POLYCORP
  • US10487456B2 patent drawing
  • US10487456B2 patent drawing
  • US10487456B2 patent drawing

AI summary

A special trackwork assembly including a special trackwork body formed to support wheels of a train moving over a running surface portion of an exterior surface of the special trackwork body that generate traffic-related vibrations of the special trackwork body having one or more frequencies of interest. The special trackwork assembly also includes one or more tuned mass dampers secured to the special trackwork body and formed to vibrate, in response to the traffic-related vibrations of the special trackwork body, at the frequency of interest, to at least partially dampen the traffic-related vibrations of the special trackwork body.