Prefabricated Wind Turbine Tower Foundation

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Solution Overview

Problem

The existing methods for constructing wind turbine tower foundations require extensive on-site preparation, including excavation, reinforcement, and concrete casting, which is time-consuming, labor-intensive, and often hindered by weather conditions, and necessitates expert personnel and significant concrete transportation challenges.

Innovation Solution

A prefabricated foundation system composed of modular, monolithic reinforced concrete elements connected by post-tension cables, allowing for easy assembly and installation without on-site concrete casting, reducing preparation time and labor requirements.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If traditional on-site concrete casting methods are used for foundation construction, then the foundation can be constructed with simple equipment and procedures, but the construction time is extended and labor requirements increase significantly

Engineering Contradiction:
Improveconstruction speedVSAvoidpreparation time
Core Design Contradiction:
ProductivityVSLoss of time

Solution Approach 1:

The foundation elements are precast in factories before being transported to the construction site. This preliminary action allows the foundation components to be manufactured under controlled conditions with optimized processes, eliminating the time-consuming on-site concrete casting operations and significantly reducing overall construction time.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The foundation is divided into separate modular elements that can be independently manufactured and then assembled on-site. This segmentation enables parallel production of multiple foundation components, reduces the complexity of on-site construction operations, and allows for faster assembly compared to traditional monolithic casting methods.

Inventive Principle:
Principle #1Segmentation

2Ease of manufacture

If traditional on-site concrete casting is performed, then the foundation can be constructed with minimal specialized equipment, but extensive manual labor and expert personnel are required

Engineering Contradiction:
Improvemanufacturing simplicityVSAvoidlabor intensity
Core Design Contradiction:
Ease of manufactureVSEase of operation

Solution Approach 1:

All complex manufacturing operations including reinforcement placement, formwork assembly, and concrete casting are performed in advance at factory facilities. This transfers the labor-intensive operations from the construction site to the factory, where they can be performed by specialized workers using optimized processes and equipment, greatly reducing on-site labor requirements.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The manual operations required for on-site concrete casting (formwork assembly, reinforcement placement, concrete pouring and finishing) are replaced by mechanical systems in the factory such as automated reinforcement placement machines, continuous formwork systems, and concrete pumping equipment. This substitution eliminates the need for extensive manual labor while maintaining manufacturing simplicity through standardized processes.

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

3Adaptability or versatility

If traditional concrete casting methods are used, then the foundation can be constructed without specialized transportation equipment, but concrete transportation to remote sites becomes problematic

Engineering Contradiction:
Improvesite accessibilityVSAvoidtransportation requirements
Core Design Contradiction:
Adaptability or versatilityVSEase of manufacture

Solution Approach 1:

The foundation is segmented into discrete modular elements that can be transported using standard transportation equipment. These modular units are sized and configured to be moved by conventional trucks and cranes, even to remote or difficult-to-access sites, eliminating the problems associated with transporting large volumes of liquid concrete to locations with limited infrastructure.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The foundation material is changed from liquid concrete that requires pumping and pouring to solid precast elements that can be handled and positioned using standard mechanical equipment. This parameter change in the physical state of the foundation material fundamentally improves adaptability to remote sites while simplifying transportation requirements.

Inventive Principle:
Principle #35Parameter changes

4Reliability

If traditional on-site concrete casting is performed, then the foundation construction can proceed with basic equipment, but weather conditions such as cold and rain significantly hinder the process

Engineering Contradiction:
Improveconstruction reliabilityVSAvoidweather sensitivity
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The foundation elements are manufactured in protected factory environments where weather conditions do not affect the construction process. This preliminary action in a controlled setting eliminates the harmful effects of cold temperatures, rain, and other adverse weather conditions that would otherwise hinder on-site concrete casting operations, ensuring consistent quality and reliability regardless of external weather conditions.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The factory environment serves as an intermediary between the foundation manufacturing process and the final installation site. This intermediary controlled environment protects the concrete casting and curing processes from weather-related harmful factors, allowing reliable production of foundation elements that can then be installed on-site regardless of the weather conditions during installation.

Inventive Principle:
Principle #24Intermediary (Mediator)

5Strength

If traditional monolithic foundation construction is used, then the foundation structure is simple and robust, but the preparation time and resource requirements are considerable

Engineering Contradiction:
Improvefoundation stabilityVSAvoidconstruction efficiency
Core Design Contradiction:
StrengthVSProductivity

Solution Approach 1:

The monolithic foundation is segmented into multiple precast elements that are assembled on-site to form the complete foundation structure. This segmentation allows each element to be manufactured with optimized reinforcement and concrete placement, ensuring high strength and stability, while the modular assembly process significantly improves construction efficiency compared to pouring a single large monolithic structure.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The foundation system combines precast concrete elements with connection materials (such as grout, epoxy, or post-tensioning systems) to create a composite structure that achieves monolithic strength and stability. This composite approach maintains the structural integrity and robustness of traditional monolithic foundations while enabling the manufacturing and assembly advantages of modular construction.

Inventive Principle:
Principle #40Composite materials

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 prefabricated foundation system significantly reduces construction time, eliminates the need for extensive on-site labor and concrete handling, and ensures stable tower positioning, while being adaptable for various site conditions and weather conditions.

Implementation Method 1

constrained to each other by a series of post-tension cables (12)

Methodology Applied
Scientific EffectTension: Tension

Data Source

PatentUS8695297B2Foundation for a wind turbine tower
Publication Date: 2014.04.15 ARTEPREF RENOVABLES SL
  • US8695297B2 patent drawing
  • US8695297B2 patent drawing
  • US8695297B2 patent drawing

AI summary

A foundation for a wind turbine tower, provided with a central accommodation for accommodating and firmly constraining, by means of threaded bars projecting from such central accommodation, an actual wind turbine tower, made of steel or concrete, is entirely prefabricated and includes at least two prefabricated structural elements, modular and monolithic, made of reinforced concrete, approached in sequence, shape-coupled, and subsequently constrained to each other, at least at such central accommodation, by a series of post-tension cables arranged in respective through-holes, so as to make the entire foundation monolithic.