Open End Friction Pile Steel Foundation Design

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Solution Overview

Problem

The installation of reinforced concrete caissons for tall commercial structures such as utility poles and lattice towers is labor-intensive, time-consuming, and weather-dependent, requiring significant resources and taking up to 21 days to complete.

Innovation Solution

The open end friction pile system, which uses a Mobilram pile driving system and steel components, allows for rapid installation in one day without the need for excavation, rebar, concrete, or favorable weather conditions, utilizing carbon plate steel and structural bolts.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If reinforced concrete caissons are used for foundations, then structural integrity and load-bearing capacity are achieved, but installation time and labor requirements increase significantly

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

Solution Approach 1:

The invention extracts the essential function of a foundation (providing structural support) while removing the time-consuming concrete pouring and curing processes. The steel pipe foundation achieves the same load-bearing capacity without requiring 21 days of installation and curing time, directly addressing the contradiction between structural integrity and installation time.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The invention replaces the mechanical concrete pouring and curing system with a steel pipe installation system. The steel pipe foundation is installed using driving equipment that pushes the steel pipe into the ground, eliminating the need for concrete trucks, mixing plants, and curing waiting periods, thus dramatically reducing installation time while maintaining structural strength.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

2Strength

If reinforced concrete caissons are installed, then load-bearing capacity is achieved, but weather dependence and climate constraints increase

Engineering Contradiction:
Improveload-bearing capacityVSAvoidweather dependence
Core Design Contradiction:
StrengthVSObject-affected harmful factors

Solution Approach 1:

The invention replaces the weather-sensitive concrete pouring process with a steel pipe driving installation method. The steel pipe foundation can be installed in any weather condition without requiring favorable temperatures or avoiding rain, as the installation process does not involve moisture-sensitive concrete curing, thus eliminating weather dependence while maintaining load-bearing capacity.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Solution Approach 2:

The invention changes the material parameter from concrete (which has temperature and moisture sensitivity) to steel (which has superior weather resistance). The steel pipe foundation maintains its structural properties across a wide temperature range and is not affected by rain or humidity during installation, directly addressing the weather dependence issue.

Inventive Principle:
Principle #35Parameter changes

3Strength

If reinforced concrete caissons are used, then structural support is provided, but excavation and soil removal requirements increase complexity

Engineering Contradiction:
Improvestructural supportVSAvoidexcavation requirements
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

The invention inverts the traditional foundation installation approach. Instead of excavating soil to install concrete caissons, the steel pipe foundation is driven directly into the ground without requiring excavation. The steel pipe is pushed down through the soil using driving equipment, eliminating the need for backhoes, dump trucks, and extensive soil removal operations, thus reducing complexity.

Inventive Principle:
Principle #13The other way round (Inversion)

Solution Approach 2:

The invention extracts the excavation and soil removal steps from the foundation installation process. The steel pipe foundation system allows for direct installation into the ground without requiring the removal of surrounding soil, eliminating the need for heavy excavation equipment and reducing overall project complexity.

Inventive Principle:
Principle #2Taking out (Extraction)

4Productivity

If multiple concrete trucks and laborers are deployed, then concrete pouring capability is achieved, but project cost and resource requirements increase

Engineering Contradiction:
Improveconcrete pouring capabilityVSAvoidresource requirements
Core Design Contradiction:
ProductivityVSQuantity of substance

Solution Approach 1:

The invention extracts and eliminates the need for concrete trucks, mixing plants, and associated laborers. The steel pipe foundation system replaces the entire concrete delivery and pouring operation with a single steel pipe installation process, dramatically reducing the quantity of resources required while maintaining productivity.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The invention replaces the complex concrete delivery and pouring system with a steel pipe driving system. Instead of requiring multiple concrete trucks, mixing equipment, and skilled laborers, the steel pipe foundation can be installed using driving equipment and minimal labor, thus reducing resource requirements while maintaining installation capability.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

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 open end friction pile system significantly reduces installation time and labor costs, is independent of weather conditions, and can be installed in various soil conditions, providing a cost-effective and efficient solution for supporting tall commercial structures.

Implementation Method 1

The open end friction pile is designed to resist the same load requirements and soil analysis as the reinforced drilled concrete caisson

Methodology Applied
Scientific EffectFriction: Friction

Implementation Method 2

The present invention has an open-end with tapered sides for displacing the soil

Methodology Applied
Scientific EffectMechanical Force: Mechanical Force

Data Source

PatentUS20250052025A1Open End Friction Pile
Publication Date: 2025.02.13 ALLENTOWN INFRASTRUCTURE GROUP LLC
  • US20250052025A1 patent drawing
  • US20250052025A1 patent drawing
  • US20250052025A1 patent drawing

AI summary

The open end friction pile comprises of four steel plates, four brackets, and one driving head. The steel plates have a first bend line and a second bend line that are equidistant from a distal end. The first bend line and second bend line of the steel plates are equidistant from each other creating a center portion. The brackets have a first bend line and a second bend line that are equidistant from a distal end. The first bend line and second bend line of the brackets are equidistant from each other creating a center portion. The bracket has a third bend line along the center portion. One bracket is connected to one steel plate along the distal ends and center portion. All four steel plates and four brackets concurrently connect along the distal ends to form two open-ends. A driving head is connected covering the top open-end.