Modular Truss Subframe for Rail Vehicles
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Solution Overview
Problem
Conventional rail vehicle bases are heavy, requiring high material usage and maintenance efforts, limiting their maximum loading capacity and efficiency, and often necessitate specific, costly device parts for production and repair.
Innovation Solution
A modular base frame designed with spatial half-timbered structures and standardized components, featuring inclined half-timbered profiles and scalable resilience, which reduces weight while maintaining high load-bearing capacity, allowing for easier assembly, maintenance, and increased loading capacity without significant weight gain.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Strength
If conventional underframes are designed with solid beam structures to ensure load-bearing capacity, then strength is improved, but weight increases significantly
Solution Approach 1:
The underframe is divided into modular components: longitudinal beams, cross beams, and truss structures that can be independently manufactured and assembled. This segmentation allows optimization of each component's weight-strength ratio while maintaining overall structural integrity
Solution Approach 2:
The underframe combines different structural forms (solid beams for longitudinal support, truss structures for transverse support) to create a composite structure that optimizes weight distribution and load-bearing efficiency across different directions
2Manufacturing precision
If type-specific fixture components are used for manufacturing underframes, then manufacturing precision is improved, but device complexity and production time increase
Solution Approach 1:
Standardized fixture components are designed to serve multiple functions and be compatible with different underframe configurations. The same types of fixtures can accommodate various beam dimensions and arrangements, reducing the total number of unique components needed
Solution Approach 2:
Instead of creating new fixtures for each underframe type, the system adjusts parameters of existing fixtures (such as positioning distances, clamping forces, or attachment points) to accommodate different specifications, maintaining precision without increasing complexity
3Adaptability or versatility
If manual welding is used to assemble underframe components, then manufacturing flexibility is improved, but productivity decreases and labor costs increase
Solution Approach 1:
The manufacturing system transitions from static manual welding to dynamic automated welding processes that can adapt to different configurations through programmable control, maintaining flexibility while dramatically increasing assembly speed and consistency
4Strength
If conventional underframes are designed for maximum load capacity, then strength is improved, but adaptability to different loading requirements decreases
Solution Approach 1:
The underframe is constructed from standardized modular components that can be selectively combined in different quantities and configurations. This allows the same basic component set to serve multiple load capacity requirements through simple repetition or omission of modules
Solution Approach 2:
The system enables adjustment of load capacity by changing parameters such as the number of cross beams, spacing of longitudinal beams, or selection of beam dimensions, rather than requiring fundamentally different structural designs for different capacity levels
Data Source
Figure 1
Figure 2
Figure 3a
AI summary
The underframe (1), which is intended for a vehicle (10), in particular a rail vehicle or a truck, comprises a frame structure aligned along a longitudinal axis (x), which has two outer support structures (2A, 2B) connected to each other by a connecting structure (2C). According to the invention, the outer support structures (2A, 2B) are constructed as planar or three-dimensional truss structures, which have serially connected truss profiles (24, 25) that connect an upper longitudinal beam (21) and a lower longitudinal beam (22) such that each pair of adjacent truss profiles (24, 25), together with the upper or lower longitudinal beam (21; 22), forms a triangle (D1A1, D2A1; D1A2, D2A2) with three nodes.