Lightweight Cementitious Panel with Reinforced Core

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Solution Overview

Problem

Cementitious panels used in construction are heavy due to their high density, making them difficult to manage and use, and introducing additional ingredients to enhance durability can compromise structural certification and permeability requirements.

Innovation Solution

A cementitious panel design featuring a low-density core surrounded by reinforcement meshes embedded or attached with cementitious slurry, utilizing lightweight aggregates and specific mesh configurations to maintain low permeability and enhance structural integrity, allowing for secure fastening and impact resistance.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If traditional cementitious panel composition is used, then structural strength and durability are achieved, but weight and density become excessively high

Engineering Contradiction:
Improvestructural strengthVSAvoidpanel weight
Core Design Contradiction:
StrengthVSWeight of stationary object

Solution Approach 1:

The patent changes the density parameter of the aggregate material from traditional heavy aggregates to lightweight aggregates (such as expanded shale, clay, or sand). This parameter change reduces the overall panel density and weight while maintaining the structural strength through the cementitious matrix and fiber reinforcement system.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite material system combining lightweight aggregates, cementitious binder, and fiber reinforcement (organic and/or inorganic fibers). This composite structure achieves the required structural strength through the synergistic combination of materials, compensating for the lower density of lightweight aggregates with the strength contribution from fibers and cement matrix.

Inventive Principle:
Principle #40Composite materials

2Reliability

If additional ingredients are added to enhance durability, then longevity is improved, but permeability increases and structural certification is compromised

Engineering Contradiction:
ImprovedurabilityVSAvoidpermeability
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The patent applies different functional qualities to different components: the cementitious matrix provides durability and low permeability, while fiber reinforcements provide tensile strength and crack resistance. The lightweight aggregates provide bulk with minimal permeability contribution. This local differentiation of functions allows durability enhancement without compromising the overall low permeability required for structural certification.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The patent maintains a homogeneous distribution of fibers and lightweight aggregates within the cementitious matrix, ensuring uniform durability and permeability characteristics throughout the panel. This homogeneous composition prevents localized weak points that could compromise structural certification while maintaining consistent durability performance.

Inventive Principle:
Principle #33Homogeneity

3Weight of stationary object

If lightweight aggregate is used to reduce weight, then panel weight decreases, but structural integrity and fastener pull resistance may be compromised

Engineering Contradiction:
Improvepanel weightVSAvoidfastener pull resistance
Core Design Contradiction:
Weight of stationary objectVSStrength

Solution Approach 1:

The patent uses a composite material system where lightweight aggregates provide weight reduction, while fiber reinforcements (organic and/or inorganic fibers) provide the necessary tensile strength and fastener pull resistance. The cementitious matrix binds these components together, creating a unified structure where each material contributes its superior properties to compensate for the weaknesses of individual components.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The patent changes the physical and chemical parameters of the cementitious matrix (such as water-cement ratio, admixtures, and curing conditions) to optimize the bond strength between the matrix and lightweight aggregates, as well as the overall fastener pull resistance. This parameter optimization ensures that the lightweight panel maintains sufficient structural integrity for construction applications.

Inventive Principle:
Principle #35Parameter changes

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 results in a lightweight, durable, and permeability-maintained cementitious panel with improved fastener pull resistance and impact resistance, suitable for high-moisture areas and exterior installations while meeting structural certification standards.

Implementation Method 1

a low density core surrounded by upper and lower facers of reinforcements embedded into the core or attached to it using cementitious slurry or adhesives

Methodology Applied
Scientific EffectBuoyancy: Archimedes' Principle (Buoyancy)

Implementation Method 2

reinforcements embedded into the core or attached to it using cementitious slurry or adhesives

Methodology Applied
Scientific EffectAdhesion: Adhesive

Implementation Method 3

The core, the slurry or both can be made and/or enhanced with a low permeability to water (or water vapor) characteristic

Methodology Applied
Scientific EffectPermeability resistance: Porosity

Data Source

PatentUS9676118B2Formation of cementitious board with lightweight aggregate
Publication Date: 2017.06.13 PERMABASE BUILDING PRODUCTS LLC
  • US9676118B2 patent drawing
  • US9676118B2 patent drawing
  • US9676118B2 patent drawing

AI summary

A process for the formation of highly durable cementitious board using lightweight aggregate is disclosed. The process comprises pouring a core mix onto a conveyor, wherein the core mix is comprised of one or more lightweight aggregate filler in the amount of 0.5 to 5 weight percent of the core mix, one or more binders in the amount of 35 to 75 weight percent of the core mix, rheological admixture in the amount of about 0.5 to 5 weight percent of the core mix, surfactant in the amount of 0 to 0.1 weight percent of the core mix, one or more normal weight aggregate filler in the amount of 5 to 50 weight percent of the core mix, and water in the amount of 5 to 20 weight percent of the core mix. The process further comprises passing the core mix under a screed roller to flatten the core mix to produce an extruding board with a desired thickness.