Folded Sheet Metal Wall Section with Integrated Flanges

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Solution Overview

Problem

Existing construction methods for smaller buildings require strong but expensive and heavy materials like structural steel and concrete, and wood, which is impermanent and weak, necessitating the use of costly fasteners for load-bearing structural elements.

Innovation Solution

Structural elements formed from folded sheet metal, which integrate strength by folding the metal to create load-bearing properties, eliminating the need for many secondary posts and fasteners, and can be easily installed by bolting to pre-installed bolts in a concrete footing.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If structural steel and concrete are used for load-bearing elements, then strength is improved, but weight and cost increase

Engineering Contradiction:
Improveload-bearing strengthVSAvoidweight of structural elements
Core Design Contradiction:
StrengthVSWeight of stationary object

Solution Approach 1:

The structural element is segmented into a modular assembly comprising a C-shaped metal section with integrated flanges and a concrete footing, allowing the load-bearing function to be distributed across multiple components rather than requiring a single heavy element

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention combines metal (C-shaped section) and concrete (footing) into a composite structural assembly, where each material contributes its strengths - metal provides tensile strength and flexibility while concrete provides compressive strength and foundation stability

Inventive Principle:
Principle #40Composite materials

2Weight of stationary object

If wood is used for structural elements, then weight and cost are reduced, but strength and permanence deteriorate

Engineering Contradiction:
Improveweight of structural elementsVSAvoidload-bearing strength
Core Design Contradiction:
Weight of stationary objectVSStrength

Solution Approach 1:

The metal section is formed with specific geometric parameters including flange widths, thicknesses, and fold configurations that optimize its load-bearing capacity while maintaining lightweight properties, transforming simple sheet metal into a high-strength structural component

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The C-shaped cross-section and folded flanges create curved and angled geometries that efficiently distribute loads throughout the structure, with the folds acting as built-in reinforcement similar to how curved wooden beams strengthen against bending

Inventive Principle:
Principle #14Spheroidality (Curvature)

3Strength

If traditional fasteners are used to affix structural elements, then connection strength is improved, but device complexity and cost increase

Engineering Contradiction:
Improveconnection strengthVSAvoidnumber of fasteners and connectors
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

The flanges are merged with the C-shaped section through folding, creating an integrated assembly where the flanges become an inherent part of the main structure rather than separate components requiring additional fasteners for attachment

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The folded flanges serve multiple functions simultaneously - they provide structural reinforcement, create mounting surfaces, and enable direct bolting to the footing, making the structure self-sufficient without requiring separate bracing or connection elements

Inventive Principle:
Principle #25Self-service

Data Source

PatentUS11933036B2Wall section formed of folded sheet metal
Publication Date: 2024.03.19 BOK MODERN LLC
  • US11933036B2 patent drawing
  • US11933036B2 patent drawing
  • US11933036B2 patent drawing

AI summary

A wall section formed from sheet metal has a main panel, opposing vertical side flanges extending rearwardly from the side edges of the main panel, top and bottom horizontal flanges extending rearwardly from the panel, and stiffening flanges extending perpendicularly from the rear edges of the side, top and bottom flanges, thereby forming load bearing side beams, a header and a sill plate, the side flanges for attachment to the those of abutting wall sections to form a wall.