Foundation Hold-Down Layout for Disaster-Resistant Buildings

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Solution Overview

Problem

Existing building construction techniques are inadequate in withstanding extreme weather conditions such as high-speed winds, earthquakes, flooding, and wildfires, leading to widespread destruction and significant damages.

Innovation Solution

A building system that integrates a structurally sound support layout by securing the structure to its foundation using embedded bottom plate hold downs, reinforced studs, and a waterproof membrane, combined with fireproof materials and a watering system to protect against natural disasters.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional construction techniques are used, then construction simplicity is maintained, but the structure cannot withstand extreme weather conditions such as high-speed winds and earthquakes

Engineering Contradiction:
Improvewithstand extreme weatherVSAvoidconstruction complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The building system divides the structure into modular components (walls, roof, floor systems) that can be assembled using standardized hold-down connectors. This segmentation allows for simplified construction while maintaining structural integrity against extreme weather through proven connection details.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The hold-down connectors are pre-installed into the foundation during construction, creating ready-to-use connection points before the actual building assembly begins. This preliminary action simplifies the construction process while ensuring proper structural integration from the start.

Inventive Principle:
Principle #10Preliminary action

2Reliability

If the structure is securely integrated into the foundation to withstand disasters, then reliability improves, but the structure becomes difficult to relocate

Engineering Contradiction:
Improvewithstand natural disastersVSAvoidrelocatability
Core Design Contradiction:
ReliabilityVSAdaptability or versatility

Solution Approach 1:

The building system employs adjustable and removable hold-down connectors that can be securely installed during construction and later removed or adjusted if relocation is needed. This dynamic approach allows the structure to transition between permanent and relocatable states, balancing disaster resistance with adaptability.

Inventive Principle:
Principle #15Dynamics

3Strength

If embedded bottom plate hold downs are installed to secure the structure, then structural strength improves, but construction time and complexity increase

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

Solution Approach 1:

The hold-down connectors are installed into the foundation during the initial construction phase, creating ready-to-use connection points. This preliminary action ensures proper structural integration while streamlining subsequent building assembly, as the critical connection points are already prepared.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The building system uses standardized, pre-engineered hold-down connector details that can be repeatedly installed using consistent procedures. This segmentation into standardized connection details reduces construction time through repetition and familiarity, while maintaining high structural strength requirements.

Inventive Principle:
Principle #1Segmentation

Data Source

PatentUS20250361741A1Building System Capable of Withstanding Strong Winds, Earthquakes, Flooding, and Other Natural Disasters
Publication Date: 2025.11.27 GENUINE GLOBAL PRODUCTS LLC
  • US20250361741A1 patent drawing
  • US20250361741A1 patent drawing
  • US20250361741A1 patent drawing

AI summary

A system for constructing a building capable of withstanding strong winds, earthquakes, flooding, and other natural disasters includes a top plate, a bottom plate, a foundation footing, a plurality of embedded bottom-plate hold downs, and a plurality of hold-down reinforcements. The embedded bottom-plate hold downs are perimetrically positioned around the building. The foundation footing is operatively mounted to the bottom plate by the embedded bottom-plate hold downs so that the embedded bottom-plate hold downs can be used to secure the building to the foundation footing. The top plate is operatively mounted to the bottom plate by the hold-down reinforcements so that the hold-down reinforcements can be used to secure the top plate to the bottom plate.