Flexible Underground Support Element with Nested Hollow Profiles

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Existing flexible elements for underground composite structures lack sufficient resistance to rock forces, necessitating a solution to enhance their load-bearing capacity and adaptability to varying local conditions.

Innovation Solution

Incorporating hollow profiles into tubular bodies of the flexible element, with adjustable fastening elements such as slotted tubes, spring wires, or spring steel strips, to achieve controlled flexibility and precise matching of load-bearing capacity with adjacent channel profiles or lattice girders, allowing for deformation and load absorption.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If flexible elements are used in underground composite structures, then the structure can adapt to rock pressure and deformation, but the resistance to rock forces is insufficient

Engineering Contradiction:
Improveresistance to rock forcesVSAvoidflexibility
Core Design Contradiction:
StrengthVSAdaptability or versatility

Solution Approach 1:

The patent implements nesting by placing hollow profiles inside tubular bodies, creating a multi-layered structural system. The hollow profile is inserted into the tubular body, forming a nested configuration where the inner hollow profile reinforces the outer tubular body, thereby increasing resistance to rock forces while preserving the flexible element's adaptability through controlled deformation capabilities

Inventive Principle:
Principle #7Nested doll (Nesting)

Solution Approach 2:

The patent applies composite material principles by combining different structural elements (hollow profiles and tubular bodies) into a composite flexible element. This composite structure integrates the strengths of different components, creating a system with enhanced load-bearing capacity and resistance to rock forces while maintaining the necessary flexibility for underground application

Inventive Principle:
Principle #40Composite materials

2Strength

If hollow profiles are inserted into tubular bodies, then load-bearing capacity increases, but device complexity increases

Engineering Contradiction:
Improveload-bearing capacityVSAvoidstructure complexity
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

The patent applies segmentation by dividing the flexible element into distinct modular components: tubular bodies and separate hollow profiles. These segmented elements can be manufactured independently and assembled in a standardized manner, which manages complexity through modularity while achieving enhanced load-bearing capacity through their combined nested structure

Inventive Principle:
Principle #1Segmentation

3Stability of the object's composition

If fastening elements are used to secure hollow profiles, then position stability improves, but manufacturing complexity increases

Engineering Contradiction:
Improveposition stabilityVSAvoidmanufacturing simplicity
Core Design Contradiction:
Stability of the object's compositionVSEase of manufacture

Solution Approach 1:

The patent implements self-service through self-centering and self-securing mechanisms where the hollow profiles are designed to automatically position and secure themselves within the tubular bodies during assembly. The fastening elements are integrated into this self-securing process, allowing the structure to stabilize itself without requiring complex external manufacturing or assembly operations, thereby maintaining manufacturing simplicity while achieving position stability

Inventive Principle:
Principle #25Self-service

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 provides increased resistance to rock forces and controlled flexibility, enabling precise matching of load-bearing capacity, thus effectively managing rock pressure and ensuring structural integrity in underground constructions.

Implementation Method 1

the hollow profile consists of a slotted tube that is pressed into the tubular body with a frictional and positive fit

Methodology Applied
Scientific EffectFriction: Friction

Implementation Method 2

the spring steel strips, which are preferably provided in an opposite arrangement, are bent in two layers and inserted into the gap between the hollow profile and the tubular body. When the hollow profile is pushed into the tubular body, the spring steel strips slide in the tubular body and ultimately brace the hollow profile in the tubular body due to the spreading force inherent in them in the operating position

Methodology Applied
Scientific EffectElasticity: Elasticity

Implementation Method 3

The flexible element is designed in such a way that it can be compressed under the influence of the rock pressure

Methodology Applied
Scientific EffectDeformation: Deformation

Data Source

PatentEP2042686B1Elasticity element
Publication Date: 2009.07.08 BOCHUMER EISENHUTTE HEINZMANN CMBH & CO
  • EP2042686B1 patent drawingFigure 1
  • EP2042686B1 patent drawingFigure 2
  • EP2042686B1 patent drawingFigure 3~4

AI summary

The element (8) has two supporting sheets (9, 10) and tubular bodies (16) arranged at a distance from each other, where the tubular bodies are provided between the supporting sheets. The supporting sheets fixable at gutter profiles (3) or at a lattice girder are provided with reinforcements (13) fastened to a concrete shell (6). Hollow sections (17) are inserted into the tubular bodies. The hollow sections comprise a split tube pressed into the tubular body in a form-fit manner. The hollow sections have a peripheral side closed tube provided in the tubular body by a fastening element.