Offshore Wind Support Structure Assembly with Localized Grouted Joints
Find Innovative SolutionsGenerate Solutions
Solution Overview
Problem
Existing methods for assembling offshore wind turbine support structures require significant grout consumption, which increases costs and decreases buoyancy in floating structures, while cast steel shells complicate production and transportation.
Innovation Solution
The method involves interconnecting tubular braces to a tower support using concrete-cast shell units with grouted connections, allowing for reduced grout consumption and simplified production by casting shells near the assembly site, enhancing flexibility and stability.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Stability of the object's composition
If grout is inserted in the entire tubular structure to provide stability, then the degree of stability is improved, but grout consumption increases significantly
Solution Approach 1:
The patent applies local quality by placing shell units only at specific connection points (joints) where braces meet, rather than filling the entire tubular structure with grout. The shell units are positioned at locations requiring structural reinforcement, providing stability locally where needed while avoiding unnecessary grout consumption in other areas.
Solution Approach 2:
The patent segments the grouting process by dividing the structure into discrete connection points and using individual shell units at each joint. This segmentation allows grout to be applied only where structurally necessary, rather than filling the entire continuous tubular structure, thereby reducing overall grout consumption while maintaining stability at critical locations.
2Stability of the object's composition
If cast steel shells are used for connecting tubes to provide stability, then the degree of stability is improved, but production complexity and transportation costs increase
Solution Approach 1:
The patent replaces expensive, complex cast steel shells with simpler, more economical concrete shell units. These concrete shells are easier to produce and transport, serving as effective connection elements without the manufacturing complexity and cost associated with cast steel shells, while still providing the necessary structural stability.
Solution Approach 2:
The patent changes the material parameter from cast steel to concrete for the shell units. This material substitution reduces production complexity and transportation requirements while maintaining the structural function of providing stable connections between tubular braces. The concrete shells offer a simpler, more cost-effective alternative with adequate mechanical properties for the application.
3Stability of the object's composition
If grout is used to fill braces in floating structures, then connection stability is improved, but buoyancy decreases
Solution Approach 1:
The patent applies local quality by confining grout to small, localized shell units at connection joints rather than filling entire braces. This localized approach provides necessary connection stability at joint locations while minimizing the volume of grout used, thereby preserving the buoyancy of floating structure components.
Solution Approach 2:
The patent uses partial action by applying grout only where absolutely necessary for connection stability, rather than excessive filling of entire braces. The shell units contain grout in precise, minimal quantities sufficient for joint reinforcement, avoiding unnecessary weight addition that would reduce buoyancy in floating structures.
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
This approach minimizes grout usage, reduces material and transportation costs, and provides adjustable and lightweight connections, improving the assembly process and structural integrity of offshore platforms.
Implementation Method 1
filling a volume in the cavity with a hardening fixation material, typically grout, after insertion of the corresponding brace
Data Source
AI summary
In the assembly of an offshore support structure for a wind turbine, tubular braces are interconnected or connected to a tower support in casted connections where an end part of the corresponding brace is inserted into a cavity of a concrete-casted shell unit that is fixed onto the outer surface of the inter-connecting brace or on the outer surface of the tower support, and the volume in the cavity is filled by a hardening fixation material, typically grout, after insertion of the corresponding brace.


