Sheet Pile Bulkhead Redundancy via X-Wye Connectors

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Solution Overview

Problem

Existing sheet pile bulkhead systems are prone to rupture when damaged, leading to material spillage and complex repair processes, as they rely on interconnected cell structures that require additional retaining walls to maintain structural integrity.

Innovation Solution

The implementation of a redundant open cell sheet pile retaining system using X-Wye connectors, where each front face is anchored to multiple tail walls, allowing for self-supporting open cells that can balance forces independently, reducing the need for adjacent cell support and simplifying repairs.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If front faces are interconnected to form cell structures, then structural integrity is improved, but repair complexity increases when rupture occurs

Engineering Contradiction:
Improvestructural integrityVSAvoidrepair complexity
Core Design Contradiction:
StrengthVSEase of repair

Solution Approach 1:

The bulkhead system is divided into separate, independently supported front faces rather than interconnected cell structures. Each front face is anchored to the seabed by its own tail walls, creating modular units that can be repaired independently without affecting adjacent sections.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The interconnections between front faces are removed from the system. By eliminating the shared walls between cells, each front face becomes an independent structural unit that can fail and be repaired without compromising or complicating the repair of neighboring faces.

Inventive Principle:
Principle #2Taking out (Extraction)

2Ease of repair

If material is removed from cell structures for repair access, then repair work can be performed, but structural support is compromised

Engineering Contradiction:
Improveaccess to damaged areaVSAvoidstructural support
Core Design Contradiction:
Ease of repairVSStability of the object's composition

Solution Approach 1:

The bulkhead is segmented into independent front face units, each with its own support system. This allows repair workers to access and repair a damaged front face without needing to remove material from adjacent cells, as each unit's stability is independent of its neighbors.

Inventive Principle:
Principle #1Segmentation

3Strength

If additional retaining walls are installed within cell structures, then structural integrity is improved, but device complexity increases

Engineering Contradiction:
Improvestructural integrityVSAvoidsystem complexity
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

Instead of adding complex internal retaining wall systems within interconnected cells, the patent uses simple, independent tail wall anchors for each front face. This segmented approach achieves structural integrity through simplicity and modularity rather than complex internal reinforcements.

Inventive Principle:
Principle #1Segmentation

4Difficulty of detecting and measuring

If water flushes material out of ruptured cells, then rupture is evident, but material loss increases

Engineering Contradiction:
Improverupture detectionVSAvoidmaterial loss
Core Design Contradiction:
Difficulty of detecting and measuringVSLoss of substance

Solution Approach 1:

By dividing the bulkhead into independent front face segments rather than interconnected cells, the patent contains potential material loss to a single segment. When one front face ruptures, water cannot flush material from adjacent faces, as there are no interconnected cell structures to allow such flow paths.

Inventive Principle:
Principle #1Segmentation

Data Source

PatentUS10781568B2Sheet pile bulkhead systems and methods
Publication Date: 2020.09.22 PND ENGINEERS
  • US10781568B2 patent drawing
  • US10781568B2 patent drawing
  • US10781568B2 patent drawing

AI summary

A system that includes a plurality of front faces configured to be arranged end-to-end in a series. Adjacent front faces are connected together by a different X-shaped or X-wye connector that facilitates installation of reinforcement tail walls. At least one tail wall is connected to each connector. A redundant reinforcing tail wall may be constructed and attached to one of the connectors to provide alternative load path(s).