Helical Pile Foundation With Fin Stabilization for Lateral Support

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Solution Overview

Problem

Traditional sign post foundations face issues with lateral support, soil instability, and time-consuming installation processes, particularly in remote areas, leading to increased costs and potential sign instability due to weak or eroding soil and concrete foundation failures.

Innovation Solution

A helical pile foundation system with a cylindrical shaft, helical disk, and fin section provides enhanced lateral support and stability, reducing installation steps and time by engaging the ground for improved soil resistance and accommodating various sign post types and soil conditions.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Ease of operation

If a post is simply driven into the ground, then installation is quick and simple, but lateral support is very little and support depends on earth integrity

Engineering Contradiction:
Improveinstallation simplicityVSAvoidlateral support
Core Design Contradiction:
Ease of operationVSStrength

Solution Approach 1:

The foundation system is segmented into distinct functional components: a shaft for penetration, a helical disk for lateral anchoring, and a post support for structural connection. This segmentation allows each component to perform its specific function optimally while maintaining overall installation simplicity.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The helical disk extends the foundation's anchoring capability from the vertical dimension (shaft penetration) to the lateral dimension (helical engagement with soil). This dimensional addition provides lateral support without compromising the simplicity of vertical installation.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

2Ease of operation

If sign posts are driven into weak or moving soil, then installation remains simple, but the sign can quickly lean or fall due to soil erosion

Engineering Contradiction:
Improveinstallation simplicityVSAvoidsign stability
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The helical disk is pre-configured on the shaft to engage the soil laterally during installation. This preliminary configuration ensures that lateral anchoring capability is built into the system before installation, providing immediate stability in weak or moving soil conditions without complicating the installation process.

Inventive Principle:
Principle #10Preliminary action

3Strength

If concrete foundations are used, then lateral support is improved, but the installation process becomes time consuming requiring multiple discrete steps

Engineering Contradiction:
Improvelateral supportVSAvoidinstallation time
Core Design Contradiction:
StrengthVSLoss of time

Solution Approach 1:

The foundation system merges the shaft and post support into a single integrated component that can be installed in one operation. This eliminates the need for separate concrete pouring and curing steps, providing lateral support through the helical disk while reducing installation time to a single step.

Inventive Principle:
Principle #5Merging (Combining)

4Strength

If concrete foundations are used, then lateral support is improved, but heating and cooling cause gaps between the sign post and concrete encasement

Engineering Contradiction:
Improvelateral supportVSAvoidfoundation integrity
Core Design Contradiction:
StrengthVSStability of the object's composition

Solution Approach 1:

The system replaces rigid concrete encasement with a flexible helical disk configuration that can accommodate thermal expansion and contraction. The helical geometry allows for movement without creating gaps, maintaining foundation integrity through temperature cycles while providing lateral support.

Inventive Principle:
Principle #30Flexible shells and thin films

5Strength

If a helical pile is used, then lateral strength is increased, but the slender shaft lacks lateral resistance

Engineering Contradiction:
Improvelateral strengthVSAvoidlateral resistance
Core Design Contradiction:
StrengthVSForce

Solution Approach 1:

The helical disk adds lateral resistance by extending the foundation's interaction with soil from the vertical shaft to the lateral helical surface. This dimensional addition provides the necessary lateral resistance to counteract the slender shaft's limited lateral capacity, enabling the system to meet code requirements in multiple soil types.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

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 helical pile foundation system enhances lateral strength, reduces installation time and costs, and ensures stability across multiple soil types, meeting code requirements and minimizing the risk of sign instability and concrete foundation failures.

Implementation Method 1

The fin section may be adapted to engage the ground as the post foundation system is driven into the ground in order to help provide stability to the post foundation

Methodology Applied
Scientific EffectFriction: Friction

Data Source

PatentUS11866894B2Helical pile foundation system
Publication Date: 2024.01.09 GREGORY ENTERPRISES
  • US11866894B2 patent drawing

AI summary

A post foundation system is provided. The system has a shaft with a helical disk attached to one end and a post support attached to the other end. The helical disk drives the shaft into the ground as a rotational force is applied to the shaft. A fin section is rotatably coupled about the shaft between its first and second ends. The fin section can have one or more fins extending outwardly from the shaft. The fin section engages the ground to stabilize the post foundation system as the shaft of the post foundation system is driven into the ground.