Lightweight Cementitious Panel with Low-Permeability Core

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Solution Overview

Problem

Cementitious panels are heavy and difficult to manage due to their high density and weight, and they often require low permeability to ensure longevity, but adding ingredients to achieve this can compromise durability and structural certification.

Innovation Solution

A lightweight cementitious panel with a low-density core made from lightweight aggregates and a cement paste, surrounded by reinforcing fibers and a cementitious slurry, which also incorporates a low permeability characteristic to match that of type-15 bitumen treated felt paper, allowing for reduced weight while maintaining durability and structural integrity.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

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

Engineering Contradiction:
ImprovedurabilityVSAvoidweight
Core Design Contradiction:
ReliabilityVSWeight of stationary object

Solution Approach 1:

The patent uses a composite material system combining cementitious binder with lightweight aggregates (such as expanded shale, clay, or glass beads) to create a panel that maintains the durability and low permeability of traditional cementitious materials while significantly reducing density and weight. The composite structure allows the cementitious matrix to provide structural integrity and moisture resistance while the lightweight aggregates reduce overall mass.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The invention changes the density parameter of the cementitious panel by incorporating lightweight aggregates with lower specific gravity than traditional sand or gravel. This parameter change in aggregate density directly reduces the panel's overall weight while maintaining adequate strength and permeability characteristics through proper mix design.

Inventive Principle:
Principle #35Parameter changes

2Duration of action of stationary object

If additional ingredients are added to enhance durability, then longevity improves, but structural certification and low permeability requirements are compromised

Engineering Contradiction:
ImprovelongevityVSAvoidstructural certification
Core Design Contradiction:
Duration of action of stationary objectVSReliability

Solution Approach 1:

The patent applies local quality by providing reinforcement specifically at critical locations such as panel edges and surfaces where structural strength is most needed, rather than uniformly throughout the entire panel. The fibrous reinforcement and mesh are strategically positioned to enhance tensile strength and impact resistance at vulnerable areas while maintaining low permeability in the core cementitious matrix.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The invention combines cementitious materials with fibrous reinforcements (such as glass fibers, cellulose fibers, or synthetic fibers) to create a composite panel that achieves enhanced durability and structural certification. The fiber reinforcement provides tensile strength and crack resistance without compromising the low permeability of the cementitious matrix when properly integrated.

Inventive Principle:
Principle #40Composite materials

3Ease of operation

If density is reduced to decrease weight, then ease of handling improves, but strength and structural integrity deteriorate

Engineering Contradiction:
Improveease of handlingVSAvoidstructural integrity
Core Design Contradiction:
Ease of operationVSStrength

Solution Approach 1:

The patent employs composite materials combining lightweight cementitious aggregates with tensile-strength-providing fibers (such as glass fibers, alkali-resistant fibers, or synthetic polymers) to maintain structural integrity despite reduced density. The fiber reinforcement compensates for the lower mass by providing tensile strength and resistance to impact and bending forces.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The invention applies localized reinforcement strategies by concentrating fibrous materials and mesh reinforcement at critical structural locations such as panel edges, corners, and surface layers where strength is most needed, allowing the core material to be lighter while maintaining overall structural integrity through strategic reinforcement placement.

Inventive Principle:
Principle #3Local quality

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, high-durability panel that is easier to manage and install, with enhanced impact resistance and improved fastener pull resistance, while maintaining low permeability and meeting structural certification standards.

Implementation Method 1

a low density core using a light weight aggregate surrounded by cement paste to fuse the lightweight aggregate together

Methodology Applied
Scientific EffectHydraulic bonding: Chemical Bonding

Implementation Method 2

upper and lower facers of reinforcements embedded into the core or attached to it using cementitious slurry or adhesives

Methodology Applied
Scientific EffectAdhesive bonding: 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

PatentUS10676927B2Lightweight cementitious panel possessing high durability
Publication Date: 2020.06.09 PERMABASE BUILDING PRODUCTS LLC
  • US10676927B2 patent drawing
  • US10676927B2 patent drawing
  • US10676927B2 patent drawing

AI summary

A lightweight cementitious panel formed from a core mix is disclosed. The lightweight cementitious panel comprises 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.