Modular Truss Structure with Integrated Hole Attachment

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Solution Overview

Problem

Existing truss structures for temporary applications, such as trade shows and conventions, face issues with stability, robustness, and efficient load distribution due to the use of clamps that can shift and cause local stresses, leading to potential buckling and deformation.

Innovation Solution

A modular truss structure design featuring elongated structural shapes with a zigzag brace configuration and strategically placed holes for connecting means, allowing for secure attachment of loads without additional clamps, while maintaining stability and flexibility for assembly and disassembly.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If clamps are used to attach loads to the truss, then the truss can support external loads, but the clamps may shift from fastening positions causing instability and local stresses leading to buckling

Engineering Contradiction:
Improveload carrying capacityVSAvoidstability
Core Design Contradiction:
StrengthVSReliability

Solution Approach 1:

The patent removes the problematic clamps from the system entirely. Instead of using separate clamping devices that can shift and cause local stresses, the load attachment function is integrated directly into the truss structure through precisely positioned holes in the chords, allowing loads to be secured without additional clamping components.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The patent introduces holes in the chords as an intermediary feature that mediates between the truss structure and external loads. These holes serve as the interface for load attachment, eliminating the need for clamps while providing stable, predetermined attachment positions that prevent shifting and distribute loads evenly.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Strength

If clamps are used to attach loads, then the truss can support external loads, but the mounting of clamps increases the bounding box of the construction

Engineering Contradiction:
Improveload carrying capacityVSAvoidbounding box
Core Design Contradiction:
StrengthVSArea of stationary object

Solution Approach 1:

The patent extracts the unnecessary clamps from the system, eliminating their volume and the space they occupy. By integrating load attachment directly into the truss chords through holes, the overall bounding box of the construction is reduced while maintaining full load carrying capacity.

Inventive Principle:
Principle #2Taking out (Extraction)

3Strength

If clamps are used to attach loads, then the truss can support external loads, but high local stresses occur due to limited contact between round tube trusses with flat surfaces

Engineering Contradiction:
Improveload carrying capacityVSAvoidlocal stress
Core Design Contradiction:
StrengthVSStress or pressure

Solution Approach 1:

The patent removes the clamps that create high local stresses through limited contact areas. By using holes in the chords for load attachment, the stress distribution is improved as the load is transferred through the hole rather than through localized clamping pressure on flat surfaces.

Inventive Principle:
Principle #2Taking out (Extraction)

4Adaptability or versatility

If coupling elements are used to connect truss structures, then the truss structures can be assembled, but the coupling elements are subject to large loads and form weak points

Engineering Contradiction:
Improveassembly capabilityVSAvoidstructural integrity
Core Design Contradiction:
Adaptability or versatilityVSReliability

Solution Approach 1:

The patent segments the truss structure into modular units with standardized hole patterns in the chords. This segmentation allows multiple truss structures to be connected through their chords using the existing hole pattern, eliminating the need for separate coupling elements and distributing loads throughout the structure rather than concentrating them at weak coupling points.

Inventive Principle:
Principle #1Segmentation

Data Source

PatentEP3862502B1Modular truss structure
Publication Date: 2024.04.24 BEMATRIX BV
  • EP3862502B1 patent drawingFigure 1A~1B
  • EP3862502B1 patent drawingFigure 2A~2D
  • EP3862502B1 patent drawingFigure 3A~3B

AI summary

The above object is accomplished by a truss structure and in particular a truss structure comprising a series of truss base elements, wherein each truss base element comprises a series of elongated structural shapes, a first series of braces, a first series of holes provided on a first outer face of the first elongated structural shape, a second series of holes provided on a second outer face of the second elongated structural shape. Each hole of the first and second series of holes have a hole diameter D1 and a hole center C, wherein D1 is determined according to the relation R=H/D1, wherein R is determined according to 1.1≤R≤3.0, preferably 1.4≤R≤2.6, and more preferably R = 2.0. It is an object to provide for an alternative, sustainable modular truss structure with improved degree of customisation and shape flexibility while still guaranteeing stability for connecting external loads or other compatible structures.