Apparatus and methods for the placement of pipe piling

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Solution Overview

Problem

Existing methods for installing pipe pilings face challenges in maximizing driving power and reducing wear at connection points, as well as efficiently handling grout during installation, due to weaknesses in pipe pile segment junctions and limitations in pushing out grout tips.

Innovation Solution

The use of a drive shaft assembly with a rotary output shaft, rotary output member, and rotary socket wrench attachment, along with a coupler featuring an internal stop ring and removable grout tube, facilitates efficient power transfer and grout introduction during pipe piling installation, minimizing wear and ensuring appropriate load transfer.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If bolts are used to connect pipe pile segments, then the connection strength is improved, but wear on the piles and fasteners increases due to inefficient power transfer

Engineering Contradiction:
Improveconnection strengthVSAvoidwear on piles and fasteners
Core Design Contradiction:
StrengthVSObject-generated harmful factors

Solution Approach 1:

The patent removes the bolt fastener from the connection system entirely, replacing it with a coupling mechanism that uses the pipe pile's own structural features (flanges, slots, and engagement surfaces) to create a fastenerless connection. This eliminates the wear associated with bolted joints while maintaining connection strength through direct structural engagement.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The coupling mechanism acts as an intermediary between pipe pile segments, providing a wear-reducing interface that transfers power efficiently without the friction and wear problems of bolted connections. The coupling allows for controlled movement and load distribution across the joint.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Strength

If threading is used to connect pipe pile segments, then the connection strength is improved, but wear in the coupler and pipe pile occurs due to over threading or thread damage

Engineering Contradiction:
Improveconnection strengthVSAvoidwear in coupler and pipe pile
Core Design Contradiction:
StrengthVSObject-generated harmful factors

Solution Approach 1:

The patent eliminates threading entirely from the connection system, replacing it with a coupling mechanism that uses flange engagement, slots, and direct structural connection. This removes the source of thread wear and damage while providing equivalent or superior connection strength through distributed load paths.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The coupling mechanism distributes connection forces across multiple localized contact points (flanges, slots, engagement surfaces) rather than concentrating stress in threaded regions. This localizes wear to non-critical areas and prevents the propagating damage that occurs in threaded connections.

Inventive Principle:
Principle #3Local quality

3Strength

If grout is introduced during installation, then the stability and strength of pipe piling is improved, but difficulty in handling the grout during installation occurs

Engineering Contradiction:
Improvestability and strength of pipe pilingVSAvoidhandling grout during installation
Core Design Contradiction:
StrengthVSEase of operation

Solution Approach 1:

The coupling mechanism is designed with pre-integrated grout introduction features, including dedicated channels and access points that are built into the coupling structure itself. This preliminary design integration eliminates the need for separate grout handling equipment and procedures, making grout introduction as straightforward as the connection process.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The patent combines the grout introduction function with the mechanical coupling function into a single integrated mechanism. The coupling device simultaneously performs both the structural connection and the grout delivery, eliminating the need for separate handling operations and reducing installation complexity.

Inventive Principle:
Principle #5Merging (Combining)

4Power

If pipe pile segments are connected to maximize driving power, then the overall strength is improved, but weaknesses in the junctions between segments weaken the entire column

Engineering Contradiction:
Improvedriving powerVSAvoidstrength of junctions
Core Design Contradiction:
PowerVSReliability

Solution Approach 1:

The coupling mechanism is specifically designed to reinforce the junction region with enhanced local structural features (thickened flanges, multiple engagement surfaces, distributed load paths) that are stronger than the pipe pile segments themselves. This ensures the junctions are the strongest points in the column, not the weakest.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The coupling mechanism creates a composite connection that combines multiple materials and structural features (metal flanges, grout, engagement surfaces) to achieve superior joint strength that exceeds the strength of individual pipe pile segments. This composite approach ensures the junctions can handle the full driving power without becoming weak points.

Inventive Principle:
Principle #40Composite materials

Data Source

PatentUS9650753B2Apparatus and methods for the placement of pipe piling
Publication Date: 2017.05.16 AMERICAN PILEDRIVING EQUIPMENT INC
  • US9650753B2 patent drawing
  • US9650753B2 patent drawing
  • US9650753B2 patent drawing

AI summary

Apparatus and methods for the installation of pipe pilings into the ground for use as structural building foundations, geothermal piles, or both, are disclosed. In addition to specialized fittings for pipe pile assemblies, the inventions include specialized drive mechanisms used in conjunction with rotary or vibratory motors. Methods of installing pipe pilings are further improved with the disclosure of methods of adding grout or similar materials during or after installation of the piles.