Railway Catenary Dampening Support via Leaf Spring

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Solution Overview

Problem

Rigid catenary systems in railway electrification face challenges at high speeds due to their rigidity, leading to reduced contact quality between catenary elements and pantographs, especially under arches where space is limited, and existing solutions fail to maintain high performance above 120-140km/h.

Innovation Solution

A dampening support for rigid catenary elements featuring a cantilever with hanger clamps and a leaf spring elastic element, which dissipates energy from waves generated by high-speed trains through elastic deformation and friction, reducing localized stiffness and vibrations, while allowing flexibility under arches.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Volume of moving object

If rigid catenary systems are used to reduce space occupation under arches, then the space requirement is reduced, but the contact quality between catenary elements and pantograph deteriorates at high speeds

Engineering Contradiction:
Improvespace occupationVSAvoidcontact quality
Core Design Contradiction:
Volume of moving objectVSReliability

Solution Approach 1:

The support structure incorporates a spring element that transforms the rigid support into a dynamic system. The spring allows the support to adapt its stiffness characteristics, providing rigidity when needed for structural support while allowing controlled flexibility to maintain contact quality at high speeds, thus resolving the contradiction between space efficiency and contact reliability

Inventive Principle:
Principle #15Dynamics

Solution Approach 2:

The invention changes the physical parameter of the support structure by introducing an elastic element that modifies the stiffness parameter. This allows the system to maintain adequate contact pressure and contact quality at high speeds while still occupying minimal space under arches, addressing both requirements simultaneously

Inventive Principle:
Principle #35Parameter changes

2Stability of the object's composition

If rigid supports are used in rigid catenary systems, then structural stability is improved, but vibrations and waves generated by high-speed trains are amplified

Engineering Contradiction:
Improvestructural stabilityVSAvoidvibrations and waves
Core Design Contradiction:
Stability of the object's compositionVSObject-generated harmful factors

Solution Approach 1:

The spring element, which could be seen as introducing flexibility and potential instability, actually serves to dampen vibrations and waves generated by high-speed trains. The elastic properties of the spring convert the harmful vibrational energy into elastic deformation, reducing the amplification of waves and converting a potential weakness into a vibration-dampening feature that maintains structural stability while reducing harmful vibrations

Inventive Principle:
Principle #22Blessing in disguise (Convert harm into benefit)

3Reliability

If elastic elements are added to rigid catenary supports, then contact quality at high speeds is improved, but device complexity increases

Engineering Contradiction:
Improvecontact qualityVSAvoidsupport structure complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

Rather than making the entire support structure complex and flexible, the invention applies the elastic element locally at the critical contact point. This localized application of elasticity improves contact quality at high speeds while keeping the overall support structure relatively simple and maintaining structural stability, thus improving reliability without proportionally increasing device complexity

Inventive Principle:
Principle #3Local quality

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 and maintains high performance at speeds above 120-140km/h, ensuring reliable contact between the catenary and pantograph, while being easy to install and compact in design.

Implementation Method 1

a dampening support (1) for a rigid catenary element (6) comprising a cantilever (2)... The hollow body (6) is slidable with respect to each hanger clamp (4), which in turn supports the hollow body (6) through an elastic element (12)... the elastic element (12) is preferably a leaf spring

Methodology Applied
Scientific EffectElastic deformation: Elasticity

Implementation Method 2

The hollow body (6) is slidable with respect to each hanger clamp (4), which in turn supports the hollow body (6) through an elastic element (12)... dissipates energy from waves generated by high-speed trains through elastic deformation and friction

Methodology Applied
Scientific EffectFriction: Friction

Data Source

PatentEP3699022B1Dampening support for a rigid catenary element of a rigid catenary system of a railway line
Publication Date: 2022.05.18 ALSTOM TRANSPORT TECH SAS
  • EP3699022B1 patent drawingFigure 1~2

AI summary

A dampening support (1) for a rigid catenary element (6) of a rigid catenary system of a railway line, the dampening support (1) comprising a cantilever (2) arranged to sustain at least one hanger clamp (4) for supporting the catenary element (6), wherein the cantilever (2) is fixed to a support structure (8) for supporting the rigid catenary system, the hanger clamp (4) supporting the catenary element (6) through an elastic element (12).