A SYSTEM AND METHOD FOR TRANSPORTING A WIND TURBINE TOWER

Abstract

A system and method for transporting a wind turbine tower (1). A vessel (6) is used to transport one or more towers (1) to an installation site. A cradle (4) is provided for securing the one or more towers (1) in a horizontal orientation during transportation. An upending device (5,10) is used to transition the one or more towers (1) from the horizontal orientation to a vertical orientation for subsequent connection to a foundation at the installation site.

Claims

1. A system for transporting a wind turbine tower, the system comprising: a vessel for transporting one or more of the towers to an installation site; a cradle for securing the one or more towers in a horizontal orientation on the vessel during transportation; and an upending device for transitioning the one or more towers from the horizontal orientation to a vertical orientation for subsequent installation to a foundation at the installation site.

2. A system according to claim 1, wherein the upending device comprises a pivot tool for connection to the lower end of each tower and a lifting tool attachable to the top end of that tower for upending and lifting the tower when connected to the pivot tool.

3. A system according to claim 2, wherein the lifting tool is connectable to a crane for lifting the top end of the tower.

4. A system according to claim 1, further comprising one or more transporters, SPMTs, for supporting one of the one or more towers in a horizontal orientation and for loading the supported tower onto the vessel.

5. A system according to claim 1, wherein a first vessel is used for transporting the one or more towers to an installation site and the upending device is provided on a second vessel.

6. A system according to claim 1, wherein the upending device further comprises a motion compensating device for compensating for movement of the vessel when the tower is being transitioned to a vertical orientation.

7. A system according to claim 1, wherein the cradle is a multi-purpose frame for supporting the one or more towers during onshore storage, load-out, and on the vessel during transportation.

8. A method for transporting a wind turbine tower, the method comprising: securing one or more wind turbine towers to a cradle on a vessel, the cradle being configured to support the towers in a horizontal orientation; transporting the one or more towers using the vessel to an installation site; and transitioning, using an upending device, the one or more towers from the horizontal orientation to a vertical orientation for subsequent installation to a foundation at the installation site.

9. A method according to claim 8, wherein the step of transitioning using an upending device comprises: connecting a lower end of a tower to a pivot tool; attaching the top end of the tower to a lifting device; and upending the tower by lifting the top end about the lower end.

10. A method according to claim 9, further comprises connecting the lifting device to a crane for lifting the top end of the tower.

11. A method according to claim 10, wherein the crane is provided on a jack-up vessel or on a floating heavy-lift vessel.

12. A method according to claim 8, further comprising the steps of: supporting one of the towers in a horizontal orientation using one or more transporters; and moving and loading the supported tower onto the vessel.

13. A method according to claim 8, wherein a first vessel is used for transporting the one or more towers to the installation site and wherein a crane for upending the towers is provided on a second vessel.

14. A method according to claim 8, wherein the upending device used for transitioning the one or more towers to a vertical orientation is provided on the same vessel used for transporting the one or more towers to the installation site.

15. A method according to claim 8, wherein the step of attaching the top end of the tower to a lifting device, which comprises engaging part of the lifting device with the flange on the tower.

Description

[0032] Illustrative embodiments of the present invention will now be described with reference to the accompanying drawings in which:

[0033] FIG. 1 shows wind turbine towers being loaded onto a transport vessel according to a first embodiment of the present invention;

[0034] FIG. 2 shows a wind turbine tower being upended by an installation vessel according to the first embodiment;

[0035] FIG. 3 shows an upending bucket for use in a second embodiment;

[0036] FIG. 4 shows a lifting tool for use in the second embodiment; and

[0037] FIG. 5 shows the lifting tool of FIG. 4 through a lifting sequence.

[0038] Embodiments of the present invention allow transport of taller sections of wind turbine towers and consequently, may allow a wind turbine tower manufacturer to manufacture the wind turbine tower as a single welded item for installation directly onto the foundation. Nevertheless, the invention may also be used with the conventional practice of manufacturing the tower in a number of sections which are then assembled. Advantages of manufacturing the tower as a single section include avoiding the need for intermediate flanges and bolts, reducing sea-fastening costs, and improving logistics by opening up new harbours behind bridges and increasing feeder vessel stability. However, fabrication of single section towers would require much longer manufacturing and storage space and hence manufacturing in a plurality of sections for quayside assembly may be necessary in some circumstances. In this case, the tower sections would be assembled horizontally (in contrast to the conventional vertical assembly method) and each section may be provided with a flange to facilitate connection to an adjacent section using bolts. Alternatively, flanges without bolt holes may be provided for welding to adjacent sections. In both instances, the flanges may help to improve the cross-sectional rigidity of the tower sections during transport and upending. It is also possible that flanges are not required structurally and that a conventional welded connection may suffice.

[0039] The wind turbine tower may be manufactured at a manufacturing facility located inland or near to a port. Fabrication at a water-side facility is preferable because it avoids the need for road transportation and hence allows larger towers to be fabricated. Once manufactured, the wind turbine tower is loaded onto a transport vessel in a horizontal, rather than vertical orientation. This is achieved by providing the vessel's deck with a horizontal support cradle for supporting each wind turbine tower section along its vertical axis, thereby spreading the load. The transport vessel may be a transport barge or ship, although a jack-up vessel or DP heavy lift vessel may also be used. In embodiments, more than one different type of transport vessel may be used.

[0040] FIG. 1 shows wind turbine towers 1 being loaded onto a transport vessel 6 according to a first embodiment. In this example, only two towers 1 are shown, although in practice three or more towers would be loaded per transport vessel 6. Alternatively, a single tower 1 may be loaded, along with a nacelle and a set of three blades. In this embodiment, each wind turbine tower 1 is provided as single pre-welded body which, when installed, forms a tower in its entirety. The transport vessel 6 is a barge 6.

[0041] The barge 6 is docked at a quayside 2 adjacent to a ramp 13, which is set at 45 degrees to the quay. However, it will be understood that different ramp configurations may be used, for example the ramp may be set at 90 degrees, depending on the harbour. In this embodiment, two mooring dolphins 11 are shown to facilitate the mooring of the barge 6. Each wind turbine tower 1 is loaded onto the barge's loading bed or deck 3 using a plurality of self-propelled modular transporters (SPMTs) 7, as shown in FIG. 1(b). In this example, six SPMTs 7 are provided, distributed along the wind turbine tower's vertical axis. In other embodiments, different numbers of SPMTs 7 may be used. As shown in FIG. 1(b), the SPMTs 7 are operated in unison to move the horizontally loaded tower 1 to the edge of the quayside 2 and then onto the aft of the adjacent deck 3 via the ramp 13. As such, the tower 1 may be effectively rolled onto the barge 6. In alternative embodiments, a crane may be used to lift the towers onto the barge 6 or other transport vessel.

[0042] As shown in FIG. 1(a), once on the vessel deck 3, the tower 1 can be lowered into a cradle 4 for supporting the tower along its longitudinal axis when in the horizontal orientation. In this embodiment, the end of the tower 1 which forms the bottom of the tower once installed is fitted into an upending hinge 5, as will be described in further detail later. The tower 1 may then be further secured using sea-fastening (if required) for transport out to the installation site. Advantageously, the horizontal transport of the towers 1 provides improved vessel stability compared to vertical transport.

[0043] FIG. 2 shows the barge 6 once it has reached the installation site. The installation vessel 8 may locate itself at the installation site in preparation, and then be fed towers 1 by the barge 6. The same barge may also be used to ‘feed’ nacelles and blades to the installation vessel 8. The installation vessel 6 will typically be a jack-up vessel, although for simplicity only a section of the vessel is shown in FIG. 2.

[0044] The barge 6 is positioned adjacent to the installation vessel 8 to allow it to be accessed by the installation vessel's crane 9. A tower 1 is selected for installation and the crane 9 is attached, using a lifting tool 10, to the top end of the tower. As mentioned above, the lower end of the tower 1 is fitted into the upending hinge 5 which provides a pivot about which the tower 1 may be pivoted. In this embodiment, the upending hinge 5 is provided in the form of a gimbal, but other design concepts are possible to achieve the same function.

[0045] In this embodiment, a motion compensation device 12 is fitted between the crane hook and the tower lifting tool 10 to compensate for the relative movement between the crane 9 and the tower 1 when it is on the barge 6. For example, there is a risk of shock loads being applied to the crane 9, or the crane's wire being pulled too far off-vertical as the barge 6 moves in the water. In embodiments, the motion compensation device may be provided as an active or passive heave compensator.

[0046] Once the lifting tool 10 is attached, the crane 9 may then lift the end of the tower attached thereto and slew sideways until the tower 1 is vertical above the pivot, thereby upending the tower 1 from its horizontal orientation to a vertical orientation. In an alternative embodiment, the crane boom may be kept stationary, while the transport vessel 6 is moved sideways. Once this transition is complete, the tower 1 is held vertically by the crane 9 from where it may then be lifted clear of the transport vessel 6 and onto the pre-installed foundation.

[0047] FIG. 3 shows an alternative upending hinge 5 for use in a second embodiment. In this case, a bucket arrangement is used as an alternative to the gimbal shown in FIGS. 1 and 2. The tower 1 is received into the bucket arrangement, which has a pivot bearing 11 connected to a frame (not shown) about which the tower 1 can be pivoted during its transition to a vertical orientation. In embodiments employing this arrangement, for example, the upending hinge 5 may allow the tower to be pivoted over the edge of the vessel, thereby minimising the crane's lift height relative to the transport deck 3. It will also be understood that, rather than providing an upending device for each tower 1 stored in the support cradle 4, a single upending device 5 may be provided on the vessel, with towers 1 being individually loaded into the device before each upending operation.

[0048] FIG. 4 shows an example lifting tool 10 for use in the second embodiment. As shown, the lifting tool 10 fits into the top end of the tower 1 and is operable to key into an internally projecting flange provided at the end of the tower 1.

[0049] FIG. 5 shows the lifting tool 10 of FIG. 4 through a lifting sequence. As shown in FIG. 5(a), the lifting tool 10 is fitted to the end of the tower 1 when it is in its horizontal configuration and locked into place by operation of a keying mechanism. The crane 9 may then lift the lifting tool 10 vertically to pivot the tower 1 about the upending bucket 5, as shown in FIG. 5(b). This process continues until the tower 1 reaches the vertical orientation shown in FIG. 5(c).

[0050] Accordingly, with embodiments of the invention, as the towers are transported horizontally, they may be manufactured in longer sections. At the same time, the towers may be rolled onto a transport vessel, which avoids the need for large cranes at this stage, and may also reduce the quayside load requirements. The manufacturing facility or storage area can also be distanced from the quayside because the towers can be transported via SPMTs. These factors thereby reduce harbour leasing costs. In addition, installation or jack-up vessel costs may also be minimised because lower cost and faster transport vessels can be used to transport the tower sections to the installation site.

[0051] Furthermore, embodiments of the invention may potentially remove the need for a preassembly harbour entirely. For example, the manufactured towers may be shipped direct from the manufacturing site to the installation site, which may provide for significant cost savings by reducing harbor leasing costs.

[0052] Moreover, it should be noted that transporting conventional towers using a conventional feeder configuration is a very slow process. Specifically, it is typically necessary to transport the tower to the installation vessel in three separate tower sections. This is because transporting an assembled vertical tower would excessively compromise transport barge stability, and the motion of the barge in the water would also make it challenging to lift the top of an assembled tower using the installation vessel crane. At the installation site, the installation jackup vessel is then required to lift each section individually onto the jackup deck, after which the vessel must elevate itself higher using the jackup legs in order to lift the tower sections across to the foundation. By contrast, embodiments of the invention may allow a fully welded horizontal tower to be upended and lifted by the jackup vessel onto the foundation in a single step. This thereby has the potential to significantly improve installation speeds, which in turn reduces vessel and harbor leasing costs.

[0053] It will be understood that the embodiments illustrated above show applications of the invention only for the purposes of illustration. In practice the invention may be applied to many different configurations, the detailed embodiments being straightforward for those skilled in the art to implement.

[0054] For example, although in the above examples, the tower is fabricated as a single welded cylinder, the tower may instead also be assembled from a plurality of sections. For example, this might be required if the tower fabrication hall is not long enough to produce a single-piece welded tower. In this scenario, in embodiments of the invention, the tower sections may be assembled horizontally by aligning the sections on a horizontal assembly jig, prior to the assembly being loaded onto a vessel for transport to the marshalling harbor or installation site (with horizontal securing of tower sections being performed by bolting, or welding, or some other means).

[0055] Furthermore, although in the above example, the towers are transported to the installation site using a barge or transport vessel, they may also be transported using the installation vessel itself (which could be either a jackup vessel or DP heavy lift vessel). In such a scenario, the towers may be loaded-out to the installation vessel, for example by using the installation vessel's own crane to lift the towers onto its deck at the load-out harbour. In this case, a number of towers may be loaded horizontally onto the installation vessel, transported to the installation site and then upended in turn at each installation position. Alternatively, the installation vessel could upend the towers at the load-out harbour, transport them vertically on deck to the installation site and then install them as normal.

[0056] Moreover, in the above example, the towers are carried on the vessel in a longitudinal configuration. However, it will be understood that the towers may also be loaded onto the vessel's deck transversely. In this scenario, the ends of the towers would extend beyond the sides of the vessel, which may increase the number of towers that can be transported at any one time. Capacity may also be increased by stacking the towers 1 during transportation. For example, the design of the support cradle 4 may be developed into a multi-layered transport cradle capable of carrying two or more towers 1 at a time. In such a case, a single upending device may be provided on the vessel, with stored individual towers 1 being lifted in their horizontal orientation from the cradle 4 and loaded into the upending device for each upending operation.

[0057] Furthermore, in the above example, the towers are upended by a jackup vessel. However, it would also be possible in principle for the towers to be upended and installed by a dynamically positioned heavy lift vessel (DP HLV). Like the jackup, this vessel could either work in ‘feeder configuration’ (where a barge or transport vessel brings the towers to the installation vessel, which is positioned at the installation site), or in ‘direct pick up configuration’ (where the DP heavy lift vessel itself picks up the towers from the load-out harbor, transports them to the installation site and then installs them. This could include either upending the towers at the load-out harbour and transporting them vertically on deck, or else loading and transporting them horizontally and then upending them at each installation position).

[0058] Moreover, although in the above illustrative example, the motion compensation device was provided between the crane hook and the tower lifting tool, it will also be understood that a motion compensation device may further be provided between the tower upending pivot and the transport vessel, for instance in the form of a motion compensation platform.

[0059] Related to the above, there is also a risk that movement of the transport vessel could lead to the tower being hit by the vessel before it is fully lifted away. This may be addressed by a motion compensation device between the crane hook and tower lifting tool that provides a quick lift function i.e. to increase the rate of the initial lift off the vessel.

[0060] Further, it is also envisaged that a transport cradle may be provided for moving the towers onto a transport vessel using the SPMTs. In embodiments, this cradle may be provided as a multi-purpose frame for supporting the towers during onshore storage, load-out on the SPMTs, and offshore transport. Alternatively, different cradles may be used for different stages, with the towers being transferred between different cradles at the start of each stage.