Freight Wagon Bogie Frame With T-Shaped Beam Weld Access

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Solution Overview

Problem

Existing freight wagon bogie frames face challenges with complex manufacturing, high weight, and stress concentrations due to difficult weld access and twisting issues, leading to increased production time and material thickness requirements.

Innovation Solution

A T-shaped longitudinal beam design with a box beam crossbeam and optimized interface positioning, separating geometric and metallurgical notches, allowing for thinner profiles and improved force transfer without excessive stress concentrations, enabling automated manufacturing and inspection.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If the crossbeam is welded to the central web of the longitudinal beam, then the structural strength is improved, but the weld accessibility for manufacturing and inspection deteriorates

Engineering Contradiction:
Improvestructural strengthVSAvoidweld accessibility
Core Design Contradiction:
StrengthVSEase of manufacture

Solution Approach 1:

The connection between the crossbeam and longitudinal beam is divided into multiple discrete weld points positioned at the edges of the web plate, rather than continuous welding along the entire web. This segmentation allows welds to be accessed from both sides of the structure while maintaining structural integrity through distributed connection points.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The welding approach transitions from a single-sided continuous weld to a multi-point distributed weld pattern that utilizes both sides of the web plate. This dimensional redistribution of weld locations improves accessibility for manufacturing and inspection while preserving the required strength through multiple connection points.

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

2Strength

If larger sheet thicknesses are used to compensate for welding forces, then the strength reserves are improved, but the mass and manufacturing complexity increase

Engineering Contradiction:
Improvestrength reservesVSAvoidbogie mass
Core Design Contradiction:
StrengthVSWeight of moving object

Solution Approach 1:

The web plate thickness is optimized locally at the welding locations, using sufficient material only where connection strength is required rather than uniformly thickening the entire component. This localized approach provides adequate strength reserves at the critical weld interfaces while minimizing overall mass.

Inventive Principle:
Principle #3Local quality

3Manufacturing precision

If larger weld volumes are used to compensate for variable weld gaps, then the strength consistency is improved, but the manufacturing complexity and production time increase

Engineering Contradiction:
Improveweld quality consistencyVSAvoidproduction time
Core Design Contradiction:
Manufacturing precisionVSLoss of time

Solution Approach 1:

The total weld volume is distributed across multiple discrete weld points rather than concentrated in fewer larger welds. This segmentation allows for more consistent weld quality through standardized, repeatable weld positions while reducing the time required for each individual weld operation and improving overall manufacturing precision.

Inventive Principle:
Principle #1Segmentation

Data Source

PatentEP4653285A1Goods wagon bogie, goods wagon bogie, and goods wagon equipped therewith
Publication Date: 2025.11.26 YELLOW2RAIL GMBH
  • EP4653285A1 patent drawingFigure 1
  • EP4653285A1 patent drawingFigure 2
  • EP4653285A1 patent drawingFigure 3

AI summary

The invention relates to a freight wagon bogie frame (11) for a freight wagon (1). The freight wagon bogie frame (11) comprises: - a first longitudinal beam (19); - a second longitudinal beam (20); - a crossbeam (21), wherein the crossbeam (21) is designed as a box girder with a crossbeam upper chord (25), a crossbeam lower chord (26), a front crossbeam web plate (27) and a rear crossbeam web plate (28), wherein a pivot bearing receptacle (32) is formed on the crossbeam (21), wherein the first longitudinal beam (19) is coupled to a first side (22) of the crossbeam (21) by means of a welded connection and wherein the second longitudinal beam (20) is coupled to a second side (23) of the crossbeam (21) by means of a welded connection.The first longitudinal beam (19) is T-shaped in plan view and has a first main part (44) and a first transverse part (45), wherein the first transverse part (45) is coupled to the first side (22) of the crossbeam (21) by means of a welded connection.