Wind turbine working platform

Abstract

A working platform for installation on an off-shore wind turbine comprises an impermeable top plate forming a top side of the working platform when installed, an impermeable bottom plate forming a bottom side of the working platform when installed and one or more impermeable side plates. The impermeable top, bottom and side plates are further arranged together to form an enclosed space impervious to water.

Claims

1. A working platform for installation on an off-shore wind turbine, the working platform comprising: an impermeable top plate forming a top side of the working platform when installed; and an impermeable bottom plate forming a bottom side of the working platform when installed; and one or more impermeable side plates; and wherein the impermeable top, bottom and side plates are arranged together to form an enclosed space impervious to water.

2. The working platform according to claim 1 wherein the impermeable top, bottom and side plates are further arranged together to form a self-supporting structure.

3. The working platform according to claim 1 wherein the one or more impermeable side plates further contribute to the vertical deflection resistance when installed.

4. The working platform according to claim 3 wherein the height of the one or more impermeable side plates are determined such that the vertical deflection, when installed, is below a predetermined maximum vertical deflection.

5. The working platform according to claim 1 wherein the one or more impermeable side plates comprise an inner and outer side plate arranged such that the enclosed space surrounds a through-hole by the inner side plate and extents outwardly from the through-hole up to the outer side plate; and wherein the through-hole is for fitting over a tubular cross-section of the off-shore wind turbine.

6. The working platform according to claim 1 further comprising one or more inner beams within the enclosed space connected to the top and/or bottom plate such that the top and/or bottom plate are supported and such that, when in use, the one or more inner beams further contribute to the vertical deflection resistance.

7. The working platform according to claim 6 wherein the one or more inner beams are arranged according to a grid pattern.

8. A method for manufacturing the working platform according to claim 7 comprising the steps of: providing a first plate; and fixing the one or more inner beams on the first plate; and fixing on or more plates onto the one or more inner beams thereby forming a second plate; and fixing the one or more side plates to the sides of the first and second plate; and wherein the first and second plate respectively correspond to the bottom and top plate or wherein the first and second plate respectively correspond to the top and bottom plate.

9. The method according to claim 8 further comprising the steps of: fixing a first subset of the one or more inner beams on the first plate; fixing a second subset of the one or more inner beams on the first plate such that the first and second subset form a grid pattern.

10. The method according to claim 8 further comprising the steps of: welding the one or more inner beams onto the first plate; and welding the one or more plates onto the one or more inner beams.

11. The method according to claim 10 wherein the welding the one or more inner beams is performed by staggered welding.

12. The working platform according to claim 6 wherein the inner beams comprise slots; and wherein inner beams crossing each other according to the grid pattern are fitted into each other by the slots.

13. The working platform according to claim 6, wherein said one or more impermeable side plates each have a thickness, said thickness of the one or more impermeable side plates being greater than a thickness of each of the one or more inner beams.

14. The working platform according to claim 1 wherein the impermeable top, bottom and side plates are made of metal and welded together to form the enclosed space impervious to rain.

15. The working platform according to claim 14 wherein the one or more inner beams are made of metal and welded to the top and/or bottom plate.

16. An off-shore wind turbine comprising the working platform according to claim 1.

17. The working platform according to claim 1, wherein the impermeable top plate includes an inclined portion, said inclined portion forming an incline in a direction of the impermeable bottom plate.

18. The working platform according to claim 1, wherein the impermeable top, bottom and side plates are made of metal and welded together by a full penetration weld.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1A illustrates a side view of a cross-section of a working platform according to an embodiment of the invention; and

(2) FIG. 1B illustrates a top view of a working platform according to an embodiment of the invention of which the upper half of the figure is a cross-section; and

(3) FIG. 2 illustrates an off-shore wind turbine according to an embodiment of the invention; and

(4) FIG. 3A, FIG. 3B, FIG. 3C and FIG. 3D illustrate different steps of a manufacturing process for making a working platform according to an embodiment of the invention.

DETAILED DESCRIPTION OF EMBODIMENT(S)

(5) FIG. 1A illustrates a side view of a cross-section 170 of a working platform 100 according to an embodiment of the invention. FIG. 1B illustrates a top view of the same working platform 100 wherein the upper half of the figure shows an inside view of the working platform when seen from the top and the lower half of the figure shows an outside view of the working platform when seen from the top 124. FIG. 2 illustrates the working platform 100 when installed onto a tubular structure 201 of an off-shore wind turbine 200. Relative terms for indicating a position of components of the working platform 100 such as top 124, bottom 123, side, upper and lower have to be understood in view of FIG. 2, i.e. higher refers to the vertical direction 270 away from the water level 205, lower refers to the opposite vertical direction 271 towards the water level 205 and horizontal references such as side refer to a direction 272 orthogonal to directions 270 and 271.

(6) The working platform 100 is arranged for installation on the off-shore wind turbine 200. Working platform 100 comprises a top plate 120 which defines a horizontal working area when installed on the wind turbine 200. The top plate 120 is impermeable to water. When installed, water deposited on the working platform will not penetrated through the top plate, but will be evacuated to the sides of the top plate 120 by gravity. Advantageously, top plate 120 is inclined with respect to direction 271 such that all water is evacuated quickly form the working platform and such that no residue water remains on the platform, for example in small irregularities of top plate 120. The working platform 100 further comprises side walls 130, 131, 132 arranged substantially vertical at the border area of the top plate 120. Side walls 130, 131, 132 are also impermeable to water. On the bottom side 123 of the working platform 100, a bottom plate 121 is arranged to the other side of the side plates 130, 131, 132 such that the combination of the top plate 120, side plates 130, 131, 132 and bottom plate 121 define an enclosure. Also bottom plate 121 is impermeable to rain. The bottom, top and side plates are further permanently attached together such that the defined enclosure is impervious to rain and water when installed. Preferably, the enclosure is completely impervious to water such that water cannot penetrate the enclosure from any side when installed on wind turbine 200.

(7) According to a preferred embodiment, plates 120, 121, 130, 131, 132 are made of metal, preferably steel, and welded together with a continuous weld thereby obtaining the impermeability at all transitions between the plates. More preferably, the weld is a full penetration weld. The steel plates of working platform 100 preferably heave a thickness of at least 8 mm, more preferably at least 15 mmm, in order to withstand impact and loads during use and to provide corrosion resistance for the lifetime of the wind turbine 200. Preferably, the outside of the enclosure is also coated for corrosion and impact resistance. Due to the closed enclosure, anti-corrosion measures on the inside may not be needed or to a lesser extent.

(8) The height of side plates 130, 131, 132 is further selected to achieve a predetermined structural integrity, more particular, to obtain a predefined minimum stiffness in the vertical direction or, similarly, to obtain a predefined maximum vertical deflection of the working platform when installed and under static and dynamic vertical loads. For example, for a steel platform with an overhang of 8 m, the side walls may have a height of at least 70 cm. This results in a deflection of less than 1/200 and also allows accessing the enclosed space during construction.

(9) Working platform 100 may further comprise inner beams 161-167, 141-144, 151-154. A beam is a structural element that primarily resists loads applied laterally to the beam's axis, i.e. loads in the vertical downward direction 271. On the bottom side 123, the beams are supported by the bottom platform 121, on the top side 124, the beams are supported by the top platform 120. The beams may therefore be defined as continuous beams because of the multiple support points. The beams have substantially the same height as the side walls 130-132. Therefore, when the beams are made of the same material as the side wall, e.g. steel, they will provide a similar structural support as the side walls especially in terms of maximum vertical deflection of the platform 100. The inner beams may be made thinner than the side walls because the beams will be less subject to corrosion due to the lack of water infiltration in the enclosed space. For the same example as above, when the side walls have a thickness of 15 mm, the beams may have a thickness of 12 mm. The beams may have a linear cross-section such as that of a plate, alternatively, the beams may have an H-, L-, C-, I- or L-shaped cross-section. Furthermore, the beams may have holes in the middle to ease access during construction and to decrease the weight of the working platform 100. Some of the beams 141-144, 151-154 may further be laid out according to a grid pattern, i.e. wherein a first set 141-144 of the beams cross another set 151-154 of the beams. The beams may further be laid out in parallel to each other such as for example beams 141-144 and beams 151-154, or the beams me be laid non-parallel to each other. This is the case for beams 161-167 which are laid out to obtain the highest stiffness.

(10) According to a preferred embodiment and as illustrated in FIG. 1A and FIG. 1B, the working platform 100 surrounds a through-hole 125. A first substantially circular side plate 132 is arranged as a side wall around the through-hole and serves as a first side boundary of the enclosed space. The enclosed space then further extents outwardly, i.e. in a direction away from the side wall 132, by the top and bottom plates 120, 121 until the side plates 130, 131 which serve as a second and outermost side boundary of the enclosed space in a direction away from the through-hole. The through-hole 125 itself is selected such that it corresponds with a cross-section of the tubular section 201 of the wind turbine.

(11) FIG. 2 illustrates the working platform 100 when installed as part of an off-shore wind turbine 200. The wind turbine 200 comprises tubular sections 201, 202 extending vertically from sea level 250. The lowest tubular section 201 may be provided as different elements, i.e. a first monopile which is drilled into the seabed and a second transition piece which is mounted on top of the monopile and extents above sea level. The working platform is then attached onto the transition piece. The monopile and transition piece may also be embodied by a single piece which is hammered directly into the seabed and extents above sea level 205. The wind turbine may further comprise a third tubular section or tower 202 which is mounted onto the transient piece or monopile. On top of the tower the turbine 203 itself with the rotor blades 204 is attached.

(12) The working platform may further be supplied with other components such as a railing 101.

(13) FIG. 3A to FIG. 3D illustrates steps for making a working platform for an off-shore wind turbine according to an embodiment of the invention. The steps may for example be performed for making the above working platform 100.

(14) In a first step, as shown in FIG. 3A, a plate 320 of the working platform is provided. Preferably the plate 320 corresponds to the top plate 120 but, alternatively, also bottom plate 121 may be provided first. Then, as shown in FIG. 3B, a first set of inner beams 341, 342, 343 is provided, for example corresponding to inner beams 141-144. The first set of the inner beams comprise vertical slots 360 extending from the boundary of the beams up to the middle of the beams. The width of the slots is preferably at least the thickness of the beams themselves.

(15) Then, in a next step as illustrated in FIG. 3C, a second set of the inner beams 351, 352, 353 are provided onto the top platform 320. The second set of beams have similar slots 360 as beams 341-341 and arranged such that a slot of the second set fits into a slot of the first set. As the slots extend at least up to the middle of the beams, the beams 351-353 slide into the first set of beams until they make contact with the plate 320. Beams 341-343 and 351-353 are further permanently fixed to the plate 320. When the beams are made of metal, they may for example be fixed by welding. As the beams all reside within the enclosure of the working platform 100, the welding may be performed in a single pass. Furthermore, the weld may be a non-continuous weld such as a staggered weld thereby saving time for the welding in comparison with continuous full penetration welding. Preferably, the beams 341-343 are further fixed to the beams 351-353 at the location of the slots 360, e.g. by welding.

(16) Then, in a next step as illustrated by FIG. 3D, plates 321a, 321b are provided on top of the beams 341-343 and 351-353. The plates are fixed to the underlying beams, for example by welding. Furthermore, the plates 321a and 321b are also fixed to each other thereby forming a single plate, preferably the bottom plate of the working platform. As the plates 321a and 321b are exposed when installed, the plates are preferably fixed to each other by a full penetration weld. In order to facilitate the fixing of the plates onto the beams 341-343 and 351-353, the beams may further comprise a flange 361, for example by providing the beam with an L-shaped cross-section.

(17) When bottom plates 321a and 321b, the tope plate 320 and the inner beams are fixed to each other, the working platform may be further finished with side plates in order to obtain the fully enclosed space (not shown in figure) which is impervious to water. This way, a working platform 100 as shown in FIG. 1A and FIG. 1B may be obtained.

(18) Alternative to the embodiments above, the plates of the platform 100 may also be made from other materials than steel, for example in aluminium, fibre glass or fibre reinforced plastic. Instead of welding, the permanent and impermeable fixation of the plates may then be achieved by an adhesive bond between the plates.

(19) Although the present invention has been illustrated by reference to specific embodiments, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied with various changes and modifications without departing from the scope thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. In other words, it is contemplated to cover any and all modifications, variations or equivalents that fall within the scope of the basic underlying principles and whose essential attributes are claimed in this patent application. It will furthermore be understood by the reader of this patent application that the words “comprising” or “comprise” do not exclude other elements or steps, that the words “a” or “an” do not exclude a plurality, and that a single element, such as a computer system, a processor, or another integrated unit may fulfil the functions of several means recited in the claims. Any reference signs in the claims shall not be construed as limiting the respective claims concerned. The terms “first”, “second”, third”, “a”, “b”, “c”, and the like, when used in the description or in the claims are introduced to distinguish between similar elements or steps and are not necessarily describing a sequential or chronological order. It is to be understood that the terms so used are interchangeable under appropriate circumstances and embodiments of the invention are capable of operating according to the present invention in other sequences, or in orientations different from the one(s) described or illustrated above.