Patent Application
20240401294
The present application claims priority to European Patent Application EP 23177354.0 filed on 5 Jun. 2023, which application is incorporated herein by reference.
The present invention relates to internal platform support structures for offshore foundation structures and more particularly offshore foundations for wind turbines. The disclosure is particularly relevant to an internal platform support structure for a wind turbine monopile, as well as a kit for assembling such a structure.
It is common to install wind turbines in offshore locations that are subject to high winds. Typically, a monopile foundation is used to support a wind turbine tower, which supports the wind turbine generator in an elevated position. Various electrical, mechanical and systems components will be located both in the wind turbine tower, but also in the interior of the foundation structure itself. For example, the high voltage cabling which connects the wind turbine generator to the electrical grid will typically be fed down to the seabed through the monopile's interior. Accordingly, internal platforms are often installed inside the wind turbine monopile to support plant components, such as the electrical switchgear. Such internal platform supports are often known as ‘Supported Internal Platforms’ or ‘Suspended Internal Platforms’ (SIPs).
SIP structures are mounted to the top region of the monopile body and are built to support one or more platforms within the interior for providing a stable and safe working environment for technicians, as well as providing a location for supporting plant components, such as electrical components, as well as electrical cabling. For example, the internal platforms are typically needed to allow manual work to be performed for fastening the interface connection between monopile and tower, pull-in and terminate electrical cables during installation, and serve as starting point to reach the nacelle via a ladder or a lift. As such, the provision of these internal platform structures is often important for the operation of the wind turbine as a whole. Accordingly, platform structures need to be robust, reliable and easy to assemble.
In this respect, however, the manufacture of SIP structures is relatively challenging. Specifically, offshore wind turbines are installed throughout the world, often in remote locations. In each region, the structural elements, such as I-beams, would typically be sourced locally and welded together to form the structure. However, this is an expensive process, requiring both skilled labour for welding and custom designs depending on the locally available materials. Moreover, as SIP structures will vary from region to region, safety checks and ongoing maintenance also need to be customised for each site.
Accordingly, there is a need to address the above problems with conventional platform support structures.
In light of the above, the present invention seeks to provide an improved internal platform support structure that can be manufactured easily using inexpensive and readily supplied structural materials, and which can be assembled easily, thereby reducing the costs associated with constructing an internal platform support structure and reducing material wastage. In addition, by not using off-the-shelf structural parts which vary between regions, the supply chain used in the assembly can be improved and greater consistency for maintenance may be provided.
According to a first aspect of the invention, there is provided an internal platform support structure for an offshore foundation structure comprising: a plurality of structural elements for supporting a platform within the foundation structure interior, wherein the plurality of structural elements is configured to be assembled together and connected by fasteners.
In this way, an internal platform support structure can be assembled using specifically designed structural elements that are configured to fit together so that they can be fixed in place by fasteners. Each type of specifically designed structural element may be assigned to a particular location within the assembly to enable easier, more consistent and more time-efficient assembly of the internal platform support structure.
In embodiments, the plurality of structural elements is further configured for supporting one or more further platforms within the foundation structure interior. In this way, the internal platform support structure can be customised to support multiple platforms according to the requirements of a particular foundation structure.
In embodiments, the plurality of structural elements comprises a plurality of subsets, and wherein structural elements within each subset are substantially the same. In this way, a limited number of types of structural elements can be designed according to their function within the internal platform support structure. As such, these groups of functional element types allow for easier installation as the correct type of support element can be more easily identified and used in the intended location within the internal platform support structure.
In one form, the plurality of structural elements comprises structural elements having a first end and a second end, wherein the first and second ends comprise apertures configured to receive the fasteners. In this way, the structural elements can be easily connected to assemble the support structure.
In one form, the structural elements are configured such that, when assembled, their apertures align for allowing the fasteners to connect respective structural elements together. In this way, component parts of the assembly can be easily arranged together, with the positioning of the apertures ensuring accurate alignment within the structure.
In one form, the structural elements comprise structural elements having a body between the first and second ends, and wherein the first and second ends are provided as angled projections relative to the body for connecting the structural elements at an angle. In this way, structural elements can be connected at specific angles relative to each other. This may thereby allow for the formation of more complex structural arrangements.
In one form, the structural elements comprise beams. In this way, elongate structural elements can be provided.
In one form, the structural elements further comprise connector parts for connecting the beams, each connector part comprising a bracket. In this way, connections between beam structural elements can be reinforced to maintain their relative positions within the assembly.
In one example, the plurality of beams is formed from bent sheet metal. In this way, the beams can be manufactured easily and with readily available materials. In addition, the cost of manufacturing the beams can be reduced.
In one form, the sheet metal is bent to form C-beams. In this way, these beam structural elements can have improved rigidity.
In one form, the structural elements comprise galvanised steel. In this way, a cost-effective coating for the structural elements is provided, which provides improved corrosion resistance and thereby increases their operating life.
In one form, the plurality of C-beams is configured to be connected together in pairs to form an I-beam. Combining structural elements in this way allows the strength of the resultant structure to be increased. In another form, two C-beams may be connected into an I profile with a steel plate, such as a 30 mm steel plate, interposed therebetween. As such, an increased strength may be achieved.
In one form, the plurality of structural elements is configured to be connected by rivet fasteners. In this way, a cost-effective, simple, and easily sourced fastener can be used to connect the structural elements.
According to another aspect, there is provided a flexible skirt for attachment around a base of an internal platform support structure, wherein the flexible skirt is configured to project from the structure for separating an internal area above the platform from an internal area of the wind turbine foundation structure below the platform. In this way, the environment at the bottom of the interior of the wind turbine foundation, which typically includes a humid air volume above the water column, can be sealed from the lowest internal platform. As such, the working environment on the platform is improved for personnel, corrosion of parts stored on the platform is minimised, and a climate barrier is provided for the entire air column from the lowest platform to the nacelle. The barrier is also beneficial to minimize the influx of humid air in order to optimize the dimensioning of the dehumidification system located typically within the wind turbine tower.
According to another aspect, there is provided a kit for forming an internal platform support structure for an offshore foundation structure comprising: a plurality of structural elements which, when assembled together, form a platform support for the interior of the foundation structure, wherein the plurality of structural elements is configured to be assembled together and connected by fasteners. In this way, an internal platform support structure can be assembled more easily and quickly.
Illustrative embodiments of the present invention will now be described with reference to the accompanying drawings in which:
Referring to
The kit includes a plurality of groups of types of structural elements 22, 30,40. That is, the structural elements include a plurality of subsets, with each subset being configured for a particular application within the structure 20. For example, two shorter subsets of the structural elements 30, 40 are used to form the outer boundary of the internal platform support, with longer elements 22 being used to form the main skeleton of the structure. That is, the longer elements 22 form the centre portion of the internal platform support structure. The structural elements 22, 30,40 within in each subset may be substantially the same to simplify assembly.
The structural elements 22, 30, 40 are configured to be connected together via the apertures 38, 48 shown in
In this example, the structural elements 22, 30,40 comprise C-beams. Other types of beams may also be used, such as L-beams or square beams. Preferably, the beams according to this example of this disclosure are cut from sheet metal and bent to form the C-beam shape. The sheet metal comprises steel, but other metals or metal alloys can be used, and the metal can be galvanised to provide rust resistance. The sheet metal can be cut to form the structural elements, for example by laser cutting using a computer numerical control (CNC) machine. Naturally, standard profiles may be used as well. In that case, the apertures 38 may be drilled or cut into the structural element 30 with laser or a computer numerical control (CNC) machine. In examples, the thickness of the sheet metal can be between 0.5 mm to 15 mm. The thickness of the sheet metal may be chosen according to the structural requirements.
The first end 42 and second end 44 of the structural element 40 can also be bent relative to the longitudinal axis of the structural element body 46. For example, to connect two structural elements 40 at an angle, the first end 42 or second end 44 of one or both structural elements 40 can be bent to an angle such that, when connected their axes are angled relative to one another. It will be understood that the first end 42 and second end 44 of the structural element 40 can have different angles.
As the structural elements 22, 30,40 can be cut and bent from sheet metal, these elements can be manufactured easily throughout the world and thereby minimising costs and maintaining consistency. In addition, the complexity of the supply chains can be minimised since only sheet metal is required as a precursor for creating the majority of the parts necessary for the assembly. At the same time, the assembly of the internal platform support structure is not dependent on the manual steps of cutting and welding standard I-beams, which would otherwise be expensive and require more skilled labour.
According to another arrangement, two structural elements 40 formed as C-beams can be connected together in pairs to form an I-beam, as shown in
According to another example of this disclosure, the structural elements 22, 30, 40 further comprise connector parts 60, as shown in
Once the structural elements 22,30,40 are assembled, the internal platform support structure 20 can be inserted into the top end of a monopile foundation and secured in place at fixing points, such that the one or more internal platforms are suspended within the monopile interior. In this way, the internal platform support structure 20 can provide a support for a platform onto which electronic components and electric wiring may be located.
The assembly therefore provides a more cost-effective and simpler arrangement for forming an internal platform support structure, whilst also simplifying supply chains.
According to a further example of this disclosure, the internal platform support structure 20 further comprises a flexible skirt (not shown) for attachment around a base of the internal platform support structure 20. The flexible skirt is configured to project away from the structure for separating an internal area above platform from an internal area of the wind turbine foundation structure below the platform. In one form, the skirt projects at roughly 45 degrees to facilitate its installation and fixing to the primary foundation structure.
The skirt can be attached between the lowermost platform support and a plate that clamps the skirt to the internal platform support structure.
As the internal platform support structure 20 is inserted into the interior of a wind turbine, the skirt unfolds and tightens around the internal wall of the wind turbine. Therefore, the skirt acts as a climate barrier to prevent the humid air trapped in the interior of the base of the foundation from corroding the materials housed on the wind turbine platform. The skirt is also easily replaceable by detaching it from its fixing. The skirt may be attached to its fixing by using a keder rail or any other suitable fixing arrangement.
It will be understood that the illustrated embodiments show applications only for the purposes of explanation. In practice, the invention may be applied to many different configurations, where the embodiment is straightforward for those skilled in the art to implement.
For example, the description herein refers to embodiments with particular combinations of steps or features, however, it is envisaged that further combinations and cross-combinations of compatible steps or features between embodiments will be possible. Indeed, isolated features may function independently as an invention from other features and not necessarily require implementation as a complete combination.
For example, although the above illustrative embodiment has been described in the context of a support structure to be fitted to a monopile without a transition piece, a so-called ‘TP-less’ monopile, it will be understood that the internal platform support structure 20 may be provided for connection to a transition piece. For example, in such embodiments, the foundation structure may comprise an assembly of a monopile foundation in combination with a transition piece, with the support structure being connected to the transition piece. Even though a monopile has been used as an example, other suitable foundation structures can be used as long as they provide sufficient space for a platform. For example, the platform may sit in the turbine tower.
| Number | Date | Country | Kind |
|---|---|---|---|
| 23177354.0 | Jun 2023 | EP | regional |
