Patent Application
20250043526
The present invention relates to a support structure for an offshore wind turbine and the process to install such a support structure. More precisely, the present invention relates to a support structure resting and fixed on the seabed for average depths around 80 to 150 m.
For shallower depths around 50 m, it is well known to use support structures, like jacket structures, for offshore wind turbines. Such a support structure rests on the seabed and is fixed to the ground with anchor devices. The support structure extends above the sea level to receive a wind turbine mast. Generally, this support structure is made of one piece and the greater the depth is, the higher the support structure must be.
For greater depths around 80 to 150 m, the support structure must be high enough to reach such depths. Such a height may be problematic for the installation of the support structure on the seabed. Indeed, the support structure is generally brought vertically on site with a transportation barge and lift by a floating crane to be placed on the seabed. For such depths, the transportation barge and the floating crane must be greater and heavier which will increase the costs and impact the planification of the installation, especially for a serial installation of several support structures for a wind farm. Furthermore, depending on which anchor devices are used, like piles drilled into the seabed, the fixation may be more complicated due to the depth.
One aim of the present invention is to provide a support structure for an offshore wind turbine adapted for average depths around 80 to 150 m and an enhanced anchor device. Another aim of the present invention is also to provide an adapted process of installation of the support structures for a wind farm.
To this end, the invention relates to a Support structure for an offshore wind turbine, said support structure comprising:
The first structure part may comprise only one anchor device to the seabed between two adjacent dummy legs and the angle between the radius of the second circle joining an anchor device and the radii of the first circle joining the two dummy legs surrounding said anchor device, may be the same.
The first structure part may comprise at least two anchor devices to the seabed between two adjacent dummy legs and these at least two anchor devices may be distributed symmetrically on each side and/or directly on a central straight line equidistant from the two dummy legs and may pass through the longitudinal axis of the support structure.
The second circle comprising the anchor devices to the seabed of the first structure part may have a larger radius than the first circle comprising the dummy legs.
The second circle comprising the anchor devices to the seabed of the first structure part may have a smaller radius than the first circle comprising the dummy legs.
The second circle comprising the anchor devices to the seabed of the first structure part and the first circle comprising the dummy legs may have the same radius.
The anchor devices to the seabed may be sleeves configured to receive and to be fixed to piles designed to be driven or drilled into the seabed.
At least one extremity of the sleeves may comprise a guiding portion for the pile.
The anchor devices to the seabed may be suction buckets.
The upper extremity of the dummy legs of the first structure part may comprise respectively one of a receiving opening or a pin and the lower extremity of the second structure part may comprise respectively one of a pin or a receiving opening, the pin and the receiving opening may be configured to fit together.
The present invention also relates to a process to install support structures for a wind farm installation, said process comprising the following steps:
The anchor devices may be sleeves and the process may comprise a preliminary step of insertion of piles into the seabed to form a reception area for each first structure parts before the step of installation of the first structure parts on the seabed, said step of installation of the first structure parts on the seabed may consist of inserting the preinstalled piles into the sleeves of the anchor devices.
A template may be dropped on the seabed in order to guide the insertion of the piles during the preliminary step of insertion of the piles, said template may be removed after the formation of the reception area for a first structure part and may be reused to form another reception area for another first structure part.
The anchor devices may be sleeves and the step of fixing of the first structure parts on the seabed may consist of:
Further features and advantages of the invention will become apparent from the following description, given by way of non-limiting example, with reference to the appended drawings, in which:
In these figures, identical elements bear the same reference numbers. The following implementations are examples. Although the description refers to one or more embodiments, this does not necessarily mean that each reference relates to the same embodiment or that the features apply only to a single embodiment. Individual features of different embodiments can also be combined or interchanged to provide other embodiments.
The first structure part A is configured to be fixed to the seabed Sb. The first structure part A comprises at least three dummy legs 3 distributed regularly on a first circle X1 having as center a longitudinal axis Y of the support structure 1. The dummy legs 3 are extending along said longitudinal axis Y of the support structure 1. The
As shown in
The first structure part A also comprises at least three anchor devices 5 to the seabed Sb linked to the at least three dummy legs 3. As illustrated in
The fact that the anchor devices 5 are offset compared to the dummy legs 3 reduces the risks of damage on the support structure 1, especially the first structure part A when the anchor devices 5 are fixed onto the seabed Sb. This is particularly advantageous when the anchor devices 5 are fixed with piles 7 driven into the seabed Sb. Furthermore, the fact that anchor devices 5 of the first structure part A are positioned angularly between two adjacent dummy legs 3 which advantageously reduces the weight and fabrication cost of the structure compared to conventional skirt piles connections
According to a first embodiment illustrated in
According to a second embodiment illustrated on
According to a third embodiment not illustrated, the second circle X2 comprising the anchor devices 5 to the seabed Sb of the first structure part A has a smaller radius than the first circle X1 comprising the dummy legs 3.
In
Another embodiment is also possible, for example illustrated in
As shown in
The sleeve 5 may also comprise guiding portion at its upper 5b and/or lower 5a extremity in order to ease the insertion of the pile 7 depending if the pile 7 is inserted by the upper 5b or lower 5a extremity into the sleeve 5. This guiding portion may consist for example in a flared portion forming a funnel at the extremity 5a, 5b of the sleeve 5.
The anchor devices 5 may also comprise other elements like suction buckets (not illustrated) or some concrete foundation as gravity-based structure.
The first structure part A may preferably be a jacket structure consisting of a welded space frame comprising the dummy legs 3 supported by a lateral bracing system.
As shown in
The second structure part B comprises a lower extremity Ba designed to be linked to the upper extremity 3b of the dummy legs 3 of the first structure part A. As shown in
The upper extremity Bb of the second structure part B is configured to be placed above the sea level SI and may also comprises a platform 8 in order to receive a mast of an offshore turbine.
The section dimension of the upper extremity Bb of the second structure part B may also be smaller surface than the section dimension of the lower extremity Ba. Thus, the legs of the second structure part B may be inclined compared to the longitudinal axis Y of the support structure 1.
The support structure 1 is configured to be placed in locations with a depth of 80 to 150 m. As an example, for a depth around 100 m, the first structure part A may have a height comprised between 30 and 40 m and the second structure part B may have a height comprised between 60 and 70 m. For greater depths, the first structure may be higher as shown in
As shown in
In order to ease the manufacturing process of the support structure 1, the second structure part B, which is the higher and the more complex, may be standardized and have a constant height. This allows an automatization and standardization of the manufacturing of the second structure parts B and allow the use of robotic means for their fabrication. It is thus possible to mass produce the second structure parts B and store them so that they are available for various fields around the world or regionally. The first structure parts A which are less high and simpler may be easily adjusted to fit to the depth of the location where the support structure 1 is installed. The first structure parts A may be manufactured more locally for example by local workers, in the country near the support structure 1 location, and may be adapted to the local specifications and depths.
The present invention also refers to a process 100 to install support structures 1 for a wind farm installation as described above. The steps of such process are represented in
This process comprises a first step 101 of transportation on site of one or several first structure parts A. As describe above, the first structure parts A comprises at least three dummy legs 3 distributed regularly on a first circle X1 having as center a longitudinal axis Y of the support structure Y and extending along said longitudinal axis Y of the support structure 1. The dummy legs 3 comprise a lower extremity 3a designed to face the seabed Sb and an upper extremity 3b opposed to the lower extremity 3a. The first structure part A also comprising at least three anchor devices 5 linked to the at least three dummy legs 3. At least one anchor device 5 of the first structure part A is positioned angularly between two adjacent dummy legs 3, that is to say within the arc defined by the radii connecting the longitudinal axis Y to the two adjacent dummy legs 3. The at least one anchor device 5 is also positioned on a second circle X2 having as center the longitudinal axis Y of the support structure A. As mentioned before, the first structure parts A could be brought on site by a transportation barge. As the first structure parts A are smaller and lighter, several first structure parts A could be placed on the same transportation barge and they could be placed vertically to ease the next step of installation.
A second step 102 is a step of installation of the first structure parts A on the seabed Sb. This second step 102 could be performed with a floating crane. As the first structure parts A are smaller and lighter the floating crane could be smaller in order to limit and reduce costs.
A third step 103 is a step of fixation of the first structure parts A on the seabed Sb with the anchor devices 5. Depending on the anchor devices 5, this third step 103 could be performed differently, for example with piles 7 driven or drilled into the seabed, by suction buckets or with some concrete foundation as gravity-based structure. However, due to the fact that the anchor devices 5 are offset compared to the dummy legs 3, the risks of damage on the support structure 1 are reduced. This is particularly advantageous when the anchor devices 5 are fixed with piles 7 driven into the seabed Sb.
These three steps 101, 102 and 103 may be performed during a same campaign of installation of the first structure parts A. The other following steps of installation of the second structure parts B may be performed later during another campaign of installation directly following the first campaign or delayed.
A fourth step 104 is a step of transportation on site of one or several second structure upper parts B. As mentioned before, the second structure parts B could be brought on site by transportation barge. As the second structure parts B are smaller and lighter compared to the support structure 1 as a whole, several second structure parts B could be placed on the same transportation barge and they could be placed vertically to facilitate the next step of installation.
A fifth step 105 is a step of lifting and stacking the second structure parts B on the first structure parts A underwater. This fifth step 105 could be performed with a floating crane. As the second structure parts B are smaller and lighter compared to the support structure 1 as a whole, the floating crane could be smaller in order to limit costs.
A sixth step 106 is a step of fixation of the second structure parts B on the first structure parts A. as mentioned before, this fixation could be performed by different means like grouting, welding or swaging by hydraulic pressure means.
This process 100 permits to reduce costs of the installation but also permits the installation itself with conventional transportation barges or vessels optionally equipped with standard cranes, slings and winches, and optionally with the assistance of distinct floating cranes. Indeed, the support structure 1 in two parts A and B permits to install bigger support structure 1 with much smaller transportation barges and floating cranes than for a support structure in one piece. In addition, depending on the loading capacity of the considered transportation barge or vessel, it may be possible to stack a plurality of parts A and/or a plurality of parts B in view of on-site transportation and installation provided the total height of the stack of parts A and/or B does not prevent the crane to lift, separate and set-up each individual part A and/or B. This process is particularly useful for installation of support structures 1 in water depths which were not easily accessible using traditional means until now.
If the anchor devices 5 are sleeves, the process 100 may comprises a preliminary step 101a of insertion of piles 7 into the seabed Sb to form a reception area for each first structure parts A before the step 101 of installation of the first structure parts A on the seabed Sb. In this case, the step 101 of installation of the first structure parts A on the seabed Sb consists of docking the preinstalled piles 7 into the sleeves of the anchor devices 5.
A template could be dropped on the seabed Sb in order to guide the insertion of the piles (7) during the preliminary step 101a of insertion of the piles 7. This template could be removed after the formation of the reception area for a first structure part A and reused to form another reception area for another first structure part A.
In another embodiment, shown in
| Number | Date | Country | Kind |
|---|---|---|---|
| 21315287.9 | Dec 2021 | EP | regional |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/EP2022/084964 | 12/8/2022 | WO |
