Light Gauge Steel Modular Panel for Rapid Construction

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Solution Overview

Problem

Conventional building methods, such as wood frame and steel/concrete structures, are costly and time-consuming, particularly for small to medium-sized buildings, and existing prefabricated systems lack efficient modular solutions for rapid on-site assembly and versatile structural support.

Innovation Solution

The development of modular building frame panels and connection assemblies using light gauge steel (LGS) components, including vertical load-bearing members, edge purlins, intermediate purlins, and cross-frame members, which can be easily connected without fasteners, providing shear resistance and allowing for customizable configurations and quick assembly.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If conventional wood frame or steel/concrete buildings are constructed, then structural strength and stability are achieved, but construction cost and time increase significantly

Engineering Contradiction:
Improvestructural strengthVSAvoidconstruction time
Core Design Contradiction:
StrengthVSLoss of time

Solution Approach 1:

The building structure is divided into modular panels that can be manufactured independently and then assembled on-site. Each panel contains integrated framing members, sheathing, and insulation, allowing for rapid assembly without traditional sequential construction methods.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The modular panels are manufactured and prepared in advance with all necessary structural and insulating components already integrated. This preliminary fabrication allows for optimized manufacturing conditions and eliminates time-consuming on-site construction activities.

Inventive Principle:
Principle #10Preliminary action

2Stability of the object's composition

If conventional building methods are used, then structural integrity is maintained, but construction cost increases

Engineering Contradiction:
Improvestructural integrityVSAvoidconstruction cost
Core Design Contradiction:
Stability of the object's compositionVSEase of manufacture

Solution Approach 1:

Multiple building components including framing members, sheathing, and insulation are merged into a single integrated modular panel. This consolidation reduces the number of separate materials and assembly steps, thereby lowering construction costs while maintaining structural integrity.

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The modular panels serve multiple functions simultaneously - providing structural support, thermal insulation, and interior finishing. This multi-functionality eliminates the need for separate components and reduces overall construction costs.

Inventive Principle:
Principle #6Universality (Multi-functionality)

3Productivity

If prefabricated structures are used, then on-site building time is saved, but existing systems lack efficient modular solutions for versatile structural support

Engineering Contradiction:
Improveon-site building speedVSAvoidstructural support versatility
Core Design Contradiction:
ProductivityVSAdaptability or versatility

Solution Approach 1:

The modular panel system provides adaptable structural support that can be configured for various building types and requirements. The standardized panels can be arranged in different patterns and configurations to meet diverse structural needs while maintaining rapid assembly capabilities.

Inventive Principle:
Principle #15Dynamics

Data Source

PatentUS20240076871A1Modular panelized building system and method
Publication Date: 2024.03.07 MEDIA COXIT LLC
  • US20240076871A1 patent drawing
  • US20240076871A1 patent drawing
  • US20240076871A1 patent drawing

AI summary

A modular building frame panel may include first and second frame portions, each including first and second light gauge steel (LGS) vertical load-bearing members in a spaced substantially parallel relationship, top and bottom LGS edge purlins extending between upper and lower ends of the first and second LGS vertical load-bearing members, respectively, and configured to provide shear resistance of the upper and lower ends of the first and second LGS vertical load-bearing members, at least one LGS intermediate purlin extending transversely between the first and second LGS vertical load-bearing members and located vertically between the top and bottom LGS edge purlins; and, a plurality of cross-frame members extending transversely between the first and second LGS vertical load-bearing members of the first and second frame portions configured for rigidly maintaining the first and second frame portions in a substantially parallel, spaced relationship.