Flexible Cable Reinforcement for Disaster-Resistant Cast Structures

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Solution Overview

Problem

Existing methods for securing and reinforcing structures, such as buildings and safe rooms, are costly and labor-intensive, particularly when dealing with disaster-resistant construction, as they require temporary forms, concrete blocks, and labor-intensive installation of steel rebar, which are inadequate for resisting high upward and impact loads.

Innovation Solution

The use of flexible cable loops to secure and reinforce structures by embedding tubes in the concrete foundation and looping cables through the framework, providing superior resistance to catastrophic failure and distributing forces effectively across the structure, eliminating the need for conventional steel rebar and temporary forms.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If steel rebar and temporary forms are used for reinforcing structures, then structural strength is improved, but construction cost and labor intensity increase significantly

Engineering Contradiction:
Improvestructural strengthVSAvoidconstruction cost and labor intensity
Core Design Contradiction:
StrengthVSEase of manufacture

Solution Approach 1:

The patent changes the material parameter from rigid steel rebar to flexible cable, and changes the structural parameter from temporary forms to permanent concrete-embedded tubes. This allows the same reinforcing function to be achieved with simpler, less labor-intensive materials while maintaining or improving structural strength through the flexible cable's ability to distribute loads.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent extracts the temporary formwork requirement entirely from the construction process. By embedding the cable path tubes directly into the permanent concrete structure during initial construction, the need for separate temporary forms is eliminated, reducing both material cost and labor intensity.

Inventive Principle:
Principle #2Taking out (Extraction)

2Strength

If conventional rigid rods are used for reinforcing concrete, then tensile strength is provided, but the system is vulnerable to catastrophic failure from impact loads

Engineering Contradiction:
Improvetensile strengthVSAvoidresistance to catastrophic failure
Core Design Contradiction:
StrengthVSReliability

Solution Approach 1:

The patent changes the physical state parameter of the reinforcing element from rigid (steel rebar) to flexible (cable). This flexibility allows the cable to absorb and distribute impact forces dynamically, preventing the brittle catastrophic failure that occurs with rigid rods under sudden impact loads, while still providing the necessary tensile strength.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent introduces dynamic behavior to the reinforcing system through the flexible cable. Unlike static rigid rods, the flexible cable can dynamically adjust its load distribution in response to impact forces, allowing the structure to better absorb and dissipate energy from sudden loads without catastrophic failure.

Inventive Principle:
Principle #15Dynamics

3Force

If J-bolts are used to connect wood frame walls to concrete foundation, then ordinary lateral forces are resisted, but upward disaster loads exceed the capacity of these bolts

Engineering Contradiction:
Improvelateral force resistanceVSAvoidupward load capacity
Core Design Contradiction:
ForceVSStrength

Solution Approach 1:

The patent creates a multi-functional connection system where the flexible cable embedded in the concrete foundation serves multiple purposes: it provides lateral force resistance like traditional anchors, but also provides superior upward load capacity through its flexibility and distribution of forces along its length, rather than at a single bolt point.

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

Solution Approach 2:

The flexible cable acts as an intermediary between the wood frame wall and the concrete foundation. Instead of relying on the limited capacity of J-bolts through the wood, the cable is embedded in the concrete and distributes forces across a larger area and volume of the foundation, significantly increasing both lateral and upward load capacity.

Inventive Principle:
Principle #24Intermediary (Mediator)

4Strength

If steel rebar is installed to secure structures to foundation, then connection strength is provided, but the installation process is labor-intensive and costly

Engineering Contradiction:
Improveconnection strengthVSAvoidinstallation efficiency
Core Design Contradiction:
StrengthVSProductivity

Solution Approach 1:

The patent applies preliminary action by installing the cable path tubes into the concrete foundation during the initial concrete pouring process, before any cable installation is required. This preliminary placement of the cable pathway eliminates the need for later drilling, anchoring, and cable installation work, dramatically improving installation efficiency while maintaining connection strength.

Inventive Principle:
Principle #10Preliminary action

Data Source

PatentUS11624181B2Disaster-resistant structure and method for securing disaster-resistant structures to a body of cast material
Publication Date: 2023.04.11 HUDLOW JESSIE EDWARD
  • US11624181B2 patent drawing
  • US11624181B2 patent drawing
  • US11624181B2 patent drawing

AI summary

The disaster-resistant structure secured to a body of cast material comprises at least one flexible cable to resist high loads, debris impact and other hazards that occur due to high winds, tornadoes, earthquakes, or other severe storms. The structure is secured to the body of cast material by at least one flexible cable passing through. At least one hollow tube imbedded into the body of cast material. The flexible cable is looped around the structure in a substantially vertical plane, passed through the tube, traveling inside the walls and ceiling. The ends of the flexible cable are connected using any conventional means for connecting cable ends. The structure is also secured by at least one other flexible cable that is looped around the room structure in a substantially horizontal plane located within the walls and secured using any conventional means for connecting cables.In the preferred embodiment, the walls are also secured together by at least one other flexible cable that is looped around the room in a substantially horizontal plane and secured to the structure's framing. The ends of the horizontally looped flexible cable are secured to the structure's framing such as the door framing with a connector, hook, or other means of securing the end of a cable to a framing member. The at least one horizontally looped flexible cable is located within the walls. The vertically looped and horizontally looped flexible cables form a network of cables around the structure, located within the walls of the structure. In the preferred embodiment, the network of flexible cables may be encased in a cast material placed into the wall cavities and above the ceiling panel.