Organic Composite Insulated Wall Panels with Truss Reinforcement

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Solution Overview

Problem

Existing insulated concrete wall systems are labor-intensive and environmentally harmful due to the use of chemical blowing agents and energy-intensive rigid insulation materials.

Innovation Solution

A composite panel consisting of a bottom concrete layer, a middle insulation layer made of organic materials like hempcrete, and a top concrete layer, with trusses that include prestress strands, truss webs, and joints to connect the layers and transfer forces.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Temperature

If rigid insulation materials (EPS, XPS, POLYISO) are used, then insulation capability is improved, but environmental harm and labor intensity increase

Engineering Contradiction:
Improveinsulation capabilityVSAvoidenvironmental harm from chemical blowing agents
Core Design Contradiction:
TemperatureVSObject-generated harmful factors

Solution Approach 1:

The patent changes the material parameter from rigid synthetic insulation (EPS, XPS, POLYISO) to organic composite materials (hempcrete, straw bale, wood chips, cotton, wool). This parameter change maintains insulation capability while eliminating harmful chemical blowing agents and reducing environmental impact.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent employs composite materials by combining organic insulation materials with concrete layers and truss structures. The composite panel consists of a bottom concrete layer, middle organic insulation layer, top concrete layer, and reinforcing trusses, creating a multi-material system that achieves both insulation and structural integrity.

Inventive Principle:
Principle #40Composite materials

2Temperature

If rigid insulation materials are used, then insulation capability is improved, but energy consumption and labor intensity increase

Engineering Contradiction:
Improveinsulation capabilityVSAvoidenergy consumption in fabrication
Core Design Contradiction:
TemperatureVSUse of energy by moving object

Solution Approach 1:

The patent changes the insulation material parameter to organic composites that can be fabricated with lower energy consumption. The organic materials (hempcrete, straw bale, wood chips, cotton, wool) require less energy to process compared to rigid insulation materials, reducing overall energy consumption in the fabrication process.

Inventive Principle:
Principle #35Parameter changes

3Object-generated harmful factors

If organic insulation materials are used, then environmental impact is reduced, but structural integrity may be compromised

Engineering Contradiction:
Improveenvironmental impactVSAvoidstructural integrity
Core Design Contradiction:
Object-generated harmful factorsVSStrength

Solution Approach 1:

The patent creates a composite structure where organic insulation materials are sandwiched between concrete layers and reinforced with trusses. The concrete layers provide compressive strength while the trusses provide tensile strength and prevent delamination, compensating for the lower strength of organic insulation materials.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The patent applies different material qualities to different regions of the panel. The concrete layers and truss structures provide high strength where needed for structural integrity, while the organic insulation materials provide environmental benefits in the middle layer. Each material is positioned where its specific properties are most advantageous.

Inventive Principle:
Principle #3Local quality

4Temperature

If customized fabrication is used, then insulation performance is optimized, but labor intensity and complexity increase

Engineering Contradiction:
Improveinsulation performanceVSAvoidfabrication complexity
Core Design Contradiction:
TemperatureVSDevice complexity

Solution Approach 1:

The patent divides the wall system into segmented components: bottom concrete layer, middle organic insulation layer, top concrete layer, and discrete truss elements. This segmentation allows for modular fabrication and assembly, reducing overall fabrication complexity while maintaining optimized insulation performance through the layered structure.

Inventive Principle:
Principle #1Segmentation

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 composite panel provides superior insulation, reduces environmental impact by using sustainable materials, and improves structural integrity by transferring shear and delamination forces through the trusses.

Implementation Method 1

The trusses may transfer shear and delamination forces between the bottom concrete layer and the top concrete layer

Methodology Applied
Scientific EffectForce transfer: Mechanical Force

Implementation Method 2

The plurality of trusses may include a plurality of prestress strands. The plurality of prestress strands may be disposed in the bottom concrete layer and the top concrete layer

Methodology Applied
Scientific EffectPrestress: Tension

Data Source

PatentUS20250179795A1Organic composite insulated walls and roof members
Publication Date: 2025.06.05 BOARD OF RGT UNIV OF NEBRASKA
  • US20250179795A1 patent drawing
  • US20250179795A1 patent drawing
  • US20250179795A1 patent drawing

AI summary

A composite panel may be a three-layer composite panel including a bottom concrete layer, a middle insulation layer, and a top concrete layer. The middle insulation layer may include an insulation material which is selected to insulate the bottom concrete layer from the top concrete layer. The insulation material may include organic materials to reduce or eliminate the carbon footprint of the composite panel. The composite panel may include trusses which connect between the bottom concrete layer and top concrete layer through the middle insulation layer. The trusses may include prestress strands disposed in the bottom concrete layer and top concrete layer, truss webs, and joints which join the prestress strands and the truss webs.