Bidirectional Railroad to Maglev Transition System

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Solution Overview

Problem

The incompatibility between conventional railroad and maglev transportation systems necessitates separate infrastructure, which is costly and difficult to implement in urban areas, where obtaining new right-of-way is challenging, and existing solutions complicate maintenance and add complexity.

Innovation Solution

A bi-directional transition system that seamlessly connects conventional railroad tracks and maglev guideways through a non-zero elevation grade, allowing bimodal vehicles to travel between the two systems, with a support structure that ensures smooth load transfer and alignment, utilizing contiguous extensions of both track and guideway systems.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Adaptability or versatility

If maglev guideway components are added to conventional railroad tracks, then maglev and conventional rail vehicles can share the same right-of-way, but routine track maintenance is complicated and cost and complexity increase

Engineering Contradiction:
Improveshared right-of-wayVSAvoidmaintenance complexity
Core Design Contradiction:
Adaptability or versatilityVSDevice complexity

Solution Approach 1:

The transition system is divided into distinct segments: a railroad track portion with parallel rails and a maglev guideway portion with adjacent rails, connected through a transition region. This segmentation allows each portion to be optimized for its specific vehicle type while maintaining overall system interoperability, reducing maintenance complexity by isolating the transition zone as a separate functional unit

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The transition system acts as an intermediary structure between conventional railroad tracks and maglev guideways. It provides a buffer zone where vehicles can transition between the two systems, and where load transfer between rail and guideway occurs. This intermediary structure protects the main railroad and maglev systems from direct interaction, simplifying maintenance of both systems

Inventive Principle:
Principle #24Intermediary (Mediator)

2Reliability

If completely new maglev infrastructure is built, then maglev vehicles can operate independently, but the cost and difficulty of obtaining new right-of-way in urban areas increases

Engineering Contradiction:
Improveindependent operationVSAvoidinfrastructure implementation
Core Design Contradiction:
ReliabilityVSEase of manufacture

Solution Approach 1:

The transition system provides multi-functionality by serving as both a railroad track and a maglev guideway depending on the vehicle type. Conventional rail vehicles use the railroad track portion, maglev vehicles use the guideway portion, and the transition region enables vehicles to switch between modes. This universal design allows existing infrastructure to serve multiple purposes, reducing the need for completely new right-of-way

Inventive Principle:
Principle #6Universality (Multi-functionality)

Solution Approach 2:

The system merges conventional railroad infrastructure with maglev guideway infrastructure into a unified structure. The railroad tracks and maglev guideway are physically combined in the transition region, allowing both systems to coexist and interoperate within the same spatial footprint, thereby avoiding the need for separate right-of-way

Inventive Principle:
Principle #5Merging (Combining)

Data Source

PatentUS20180073200A1Bidirectional railroad track to maglev guideway transition system
Publication Date: 2018.03.15 VAN ROSENDALE JOHN
  • US20180073200A1 patent drawing
  • US20180073200A1 patent drawing
  • US20180073200A1 patent drawing

AI summary

A bi-directional railroad-track to maglev-guideway transition system includes a portion of a railroad track having two parallel rails defining a first axis of travel, and a portion of a maglev guideway defining a second axis of travel. In the transition system, the portion of the maglev guideway is adjacent to the two parallel rails of the portion of the railroad track with a non-zero elevation grade being defined between the first axis of travel and the second axis of travel.