3D-Printed Tower Walls With Coiled Polymer Ring Reinforcement

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Solution Overview

Problem

Existing methods for manufacturing wind turbine towers face challenges due to the large size of conventional steel rings, which require shipment in segments and subsequent on-site assembly, leading to labor-intensive and time-consuming processes.

Innovation Solution

The method involves additively manufacturing tower structures using a pultruded polymer material for reinforcement, where a continuous roll of reinforcement material is unwound and formed into a continuous reinforcement ring member, which is then placed atop printed layers of the tower structure and further reinforced with additional printed layers.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If conventional steel rings are used for reinforcing tower structures, then structural strength is provided, but the large size requires shipment in segments and on-site assembly, increasing labor and time

Engineering Contradiction:
Improvestructural strengthVSAvoidmanufacturing efficiency
Core Design Contradiction:
StrengthVSProductivity

Solution Approach 1:

The patent segments the reinforcement structure into discrete rings that can be manufactured separately and assembled efficiently. Each ring is formed from continuous pultruded polymer material but is produced as an independent component, allowing for streamlined manufacturing and reduced on-site assembly complexity

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The patent changes the material parameter from conventional steel to pultruded polymer material, which maintains structural strength while enabling different manufacturing approaches. This material parameter change allows for continuous production methods and reduces the need for complex segmented assembly

Inventive Principle:
Principle #35Parameter changes

2Length of moving object

If conventional steel rings are shipped in segments, then transportation regulations are satisfied, but extensive on-site assembly labor is required

Engineering Contradiction:
Improvering sizeVSAvoidassembly labor
Core Design Contradiction:
Length of moving objectVSEase of manufacture

Solution Approach 1:

The reinforcement structure is divided into manageable ring segments that can be transported efficiently while minimizing on-site assembly requirements. Each ring is a discrete unit that can be handled and installed with reduced labor complexity

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The rings are pre-manufactured with precise dimensions and structural properties before shipment. The pultrusion process creates consistently formed rings that require minimal on-site adjustment or assembly work, transferring the manufacturing precision to the factory setting

Inventive Principle:
Principle #10Preliminary action

3Adaptability or versatility

If tower structures are additively manufactured with large diameter sections, then design flexibility is improved, but transportation regulations limit the maximum diameter to 4-5 meters

Engineering Contradiction:
Improvedesign flexibilityVSAvoidtower diameter
Core Design Contradiction:
Adaptability or versatilityVSLength of stationary object

Solution Approach 1:

The tower structure is divided into multiple sections that can be additively manufactured separately within transportation size limits. Each section can be produced with optimized dimensions for manufacturing and transport, then assembled to create the complete tower structure

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The patent transitions from horizontal/vertical assembly to radial assembly by forming complete circular rings. This dimensional approach allows the tower to achieve large overall diameters through the assembly of circular cross-sections rather than through linear section joining

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

4Strength

If steel reinforcement material is used, then structural strength is achieved, but corrosion resistance is reduced

Engineering Contradiction:
Improvestructural strengthVSAvoidcorrosion resistance
Core Design Contradiction:
StrengthVSReliability

Solution Approach 1:

The patent changes the material composition parameter from steel to pultruded polymer material. This material substitution maintains the required structural strength while providing inherent corrosion resistance, improving the reliability of the reinforcement system in harsh environments

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The use of pultruded polymer material represents a composite material approach that combines reinforcement fibers with polymer matrix to achieve both strength and corrosion resistance. This composite material properties the reinforcement to resist environmental degradation while maintaining structural integrity

Inventive Principle:
Principle #40Composite materials

Data Source

PatentUS12319001B2Methods of additively manufacturing tower structures with coiled polymer reinforcement members
Publication Date: 2025.06.03 GE VERNOVA INFRASTRUCTURE TECHNOLOGY LLC
  • US12319001B2 patent drawing
  • US12319001B2 patent drawing
  • US12319001B2 patent drawing

AI summary

A method of manufacturing a tower structure includes printing and depositing, via a printhead assembly of an additive printing system, one or more printed layers of a wall of the tower structure. The method also includes unwinding at least one continuous roll of a reinforcement material to form at least one continuous reinforcement ring member layer, the reinforcement material comprising a pultruded polymer material. Further, the method includes placing the at least one continuous reinforcement ring member layer atop the one or more printed layers of the wall of the tower structure. Moreover, the method includes printing and depositing, via the printhead assembly of the additive printing system, one or more additional printed layers of the wall of the tower structure atop the at least one continuous reinforcement ring member layer.