Patent · US12331719B2 · B2 · US
Installation of a wind turbine on a floating foundation
- (11) Publication number
- US12331719B2
- (21) Application number
- 18/033,097
- (22) Filing date
- 2021-10-19
- (30) Priority date
- 2020-10-22
- (43) Publication date
- 2025-06-17
- (45) Date of grant
- 2025-06-17
- (51) IPC
- F03D 13/10; F03D 13/25
- (52) CPC
- F03D Wind motors: 13/256, 13/10, 13/112, 13/126, 13/139, 13/25
- B63B Ships or other waterborne vessels; equipment for shipping: 2035/446, 27/10, 27/16, 77/10
- B66C Cranes; load-engaging elements or devices for cranes, capstans, winches, or tackles: 1/108, 13/08, 23/06, 23/185, 23/52
- F05B Indexing scheme relating to wind, spring, weight, inertia or like motors, to machines or engines for liquids covered by subclasses F03B, F03D and F03G: 2230/604, 2240/93, 2240/95
- Y02E Reduction of greenhouse gas [ghg] emissions, related to energy generation, transmission or distribution: 10/72, 10/727
- Y02P Climate change mitigation technologies in the production or processing of goods: 70/50
- (73) Assignee
- Itrec BV
- (72) Inventors
- Diederick Bernardus Wijning; Joop Roodenburg
- (54) Title
- Installation of a wind turbine on a floating foundation
- (57) Abstract
In an installation of a wind turbine on a floating foundation in floating condition and subject to sea-state induced motions, e.g. at the site of an offshore windfarm, use is made of a vessel with a crane arranged on the hull and provided with a hoisting system adapted to support the weight of the wind turbine and suspend the wind turbine from the crane. A heave compensation device compensates for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation. Use is made of a mast alignment system configured to engage on the suspended wind turbine, e.g. on the mast of the suspended wind turbine, and to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced motions, at least including tilt motions in one or more vertical planes, of the wind turbine mast relative to the mounting axis of the floating foundation.
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Claims (21)
- A method for installation of a wind turbine on a floating foundation that is in floating condition and subject to sea-state induced motions, wherein the wind turbine to be installed comprises at least a part of a wind turbine mast having a lower end portion, and comprises a rotor assembly with rotor blades, the rotor assembly being mounted on the wind turbine mast, wherein the floating foundation comprises a mast mounting structure configured to mount the mast of the wind turbine thereon and having an upwardly directed mounting axis, wherein use is made of a vessel which comprises: a floating hull; and a crane arranged on the hull, wherein the crane is provided with a hoisting system adapted to support a weight of the wind turbine and suspend the wind turbine from the crane, the hoisting system being adapted to raise and lower the wind turbine in a controllable manner, wherein the crane comprises a heave compensation device that is adapted to compensate for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation, wherein the vessel comprises a mast alignment system configured to engage on the mast of the suspended wind turbine and to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced motions, at least including tilt motions in one or more vertical planes, of the wind turbine mast relative to the mounting axis of the floating foundation, wherein the method comprises, with the hull of the vessel in floating condition and the floating foundation in floating condition, the steps of: restraining the floating foundation in a horizontal plane relative to the vessel by a restraining system; suspending the wind turbine from the crane by means of the hoisting system; positioning the lower end of the mast of the suspended wind turbine above the mast mounting structure of the floating foundation; operating the heave compensation device so as to compensate for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation; operating the mast alignment system so as to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced tilt motions of the wind turbine mast relative to the mounting axis of the floating foundation; whilst the heave compensation device and the mast alignment system are in operation, operating the hoisting system and thereby lowering the suspended wind turbine with the lower end portion of the mast onto the mast mounting structure of the floating foundation; and fastening the mast with the lower end portion thereof to the mast mounting structure of the floating foundation.
- The method according to claim 1, wherein the mast alignment system is also configured and operated to compensate for sea-state induced horizontal motions of the wind turbine mast relative to the mounting axis of the floating foundation in at least one horizontal direction.
- The method according to claim 1, wherein multiple floating foundations are anchored a respective final location in an offshore windfarm, all said floating foundations without wind turbine, and wherein the vessel sails to the windfarm and successively the wind turbines are installed on the floating foundations.
- The method according to claim 1, wherein landing the mast onto the mast mounting structure causes, or is followed by, a preliminary fastening between the mast and the floating foundation being established, so that the wind turbine is stable relative to the floating foundation, and wherein subsequently the operation of the alignment system is ceased.
- The method according to claim 1, wherein at least the mast alignment system remains in operation during a part of or all of the fastening step, the mast alignment system serving or assisting in stabilizing of the wind turbine relative to the foundation during the fastening step.
- The method according to claim 1, wherein at least the heave compensation device remains in operation during a part or all of the fastening step, the heave compensation device serving or assisting in supporting at least part of a weight of the wind turbine relative to the foundation also during the fastening step.
- The method according to claim 1, wherein the floating foundation is restrained by the restraining system solely in the horizontal plane relative to the vessel.
- The method according to claim 1, wherein the restraining system comprises multiple mooring lines extending in different directions and being arranged between the floating foundation on the one hand and the hull of the vessel on the other hand, so as to provide a coupling of the floating foundation and the hull at least in the horizontal plane.
- The method according to claim 1, wherein the restraining system comprises a vessel mounted gripper device, the gripper device having an engagement member that engages on the floating foundation, and the gripper device having an actively controlled motion mechanism configured and operated to provide a controlled motion of the engagement member relative to the hull of the vessel and thereby effects a controlled restraining of the engaged floating foundation relative to the hull of the vessel.
- The method according to claim 1, wherein the alignment system comprises at least one mast engaging device having a mast engagement member and an actively controlled motion mechanism configured and operated to provide a controlled motion of the mast engagement member in the horizontal plane so as to bring and maintain the mast of the suspended wind turbine in alignment with the mounting axis of the floating foundation.
- The method according to claim 10, wherein each actively controlled horizontal motion mechanism comprises a first set of one or more horizontal tracks extending in a first horizontal direction, said first set of one or more horizontal tracks supporting at least one first carrier, and said at least one first carrier supporting a second set of one or more horizontal tracks extending in a second horizontal direction different from the first direction, the second set of one or more horizontal tracks supporting one or more second carriers supporting said mast engagement device.
- The method according to claim 10, wherein each mast engaging device of the alignment system comprises a trolley vertically guided along one or more vertical guide rails, the trolley supporting the mast engaging member with interposition of the actively controlled motion mechanism between the trolley and the mast engaging member to provide a controlled motion of the mast engagement member in a horizontal plane.
- The method according to claim 1, wherein the alignment system comprises an upper mast engaging device and a lower mast engaging device, each of the upper mast engaging device and the lower mast engaging device having a mast engagement member and an actively controlled motion mechanism configured and operated to provide a controlled motion of the mast engagement member in a horizontal plane, wherein the mast engaging devices act on the mast at different heights, and wherein the active controlled motion mechanisms are operated to bring and maintain the mast of the suspended wind turbine in alignment with the mounting axis of the floating foundation.
- The method according to claim 1, wherein the alignment system comprises an upper mast engaging device, which comprises a trolley vertically guided along one or more vertical guide rails, the trolley supporting the mast engaging member with interposition of an actively controlled motion mechanism between the trolley and the mast engaging member to provide a controlled motion of the mast engagement member in a horizontal plane, wherein the wind turbine is suspended from the mast engaging member, and wherein the mast engaging member is suspended from the crane by the hoisting device.
- The method according to claim 1, wherein the crane is provided with first and second upper sheave blocks that are horizontally spaced apart, wherein the mast engaging member is provided with first and second lower sheave blocks that are horizontally spaced apart, wherein a first multiple fall cable arrangement extends the between the first upper and lower sheave blocks and a second multiple fall cable arrangement extends between the second upper and lower sheave blocks, and wherein the mast is suspended from the mast engaging member.
- The method according to claim 1, wherein the crane has a vertical crane structure erected on the hull of the vessel, wherein the vertical crane structure has a lower section of the crane structure fixed on the hull and a slewable top section, wherein the hoisting device comprises one or more winch drive cables depending from one or more sheave blocks arranged on the slewable top section, wherein slewing of the top section is used to pick-up an assembled wind turbine from a deck of the vessel by the hoisting device and to bring the wind turbine with the mast thereof above the mast mounting structure of the floating foundation.
- The method according to claim 16, wherein the alignment system is mounted on the vertical crane structure of the crane, and wherein, the slewable top section of the vertical crane structure is provided with an upper mast engaging device and the fixed lower section of the vertical crane structure is provided with a lower mast engaging device.
- The method according to claim 1, wherein the vessel is a semi-submersible vessel with a pair of parallel, laterally spaced buoyant pontoons and with a row of multiple columns supported by and extending upwardly from each pontoon, and a deck structure supported by the upper ends of said columns, and wherein the crane is mounted on the deck structure of the hull.
- The method according to claim 18, wherein the floating foundation has a stabilizing column at a corner thereof, seen from above, on which the wind turbine is to be installed, and wherein the semi-submersible vessel is arranged with the pontoons on opposite sides of said stabilizing column, corner and wherein the crane suspends the mast of the wind turbine above the mast mounting structure on said stabilizing column.
- The method according to claim 1, wherein use is made of one or more sensors to monitor motion in one or more directions of the mast mounting structure relative to the lower end portion of the mast floating foundation during installation, wherein said one or more sensors are linked to a computerized controller which is configured and operated to cause automated operation of the mast alignment system.
- The method according to claim 1, wherein assembly of the wind turbine to be installed is done onboard the vessel, wherein the vessel sails to the windfarm where the floating foundations are already anchored, with multiple wind turbines in yet to be assembled state stored on the vessel, storing separately the mast, nacelles, and rotor blades of at least five wind turbines on board the vessel.
Description
The present invention relates to the installation of a wind turbine on a floating foundation.
In the field of offshore windfarms it is known to install a fixed foundation on the seabed, e.g. a jacket or a monopile, and to then install the wind turbine on top of the fixed foundation. The latter of commonly done in a step-by-step approach, e.g. wherein first the mast is installed on the pre-installed foundation, then the nacelle is mounted on the top of the mast, and then the rotor blades are fitted to the hub of the nacelle. Other approaches, e.g. wherein a nacelle already fitted with two (of the three) rotor blades is supplied in the so-called bunny ears configuration, are also known.
Fixed foundation offshore wind turbines are effective in relatively shallow waters. In deeper waters it is envisaged that floating foundation wind turbines will be most effective, e.g. economical. For example, the document WO2009/131826 discloses several designs of floating foundation wind turbines.
In the field of floating foundation wind turbines it is at present the common understanding that assembly of the entire floating foundation wind turbine, so the combination of the floating foundation and of the wind turbine, is done remote from the actual windfarm. For example, assembly is done at a port-based yard. The entire floating foundation wind turbine is the towed from the assembly location to the remote offshore windfarm location.
For example, Hywind Scotland is a wind farm using floating foundation wind turbines. These wind turbines have a 120 meters tall mast mounted on a spar-type floating foundation.
Citations (15)
- US7293960B2
- US20070243063A1
- US8316614B2
- WO2009131826A2
- US20110119889A1
- EP2952426A1
- US8701579B2
- US8727690B2
- US20170120993A1
- US20160229494A1
- JP2015168485A
- US20190071830A1
- US20210123203A1
- US20210394874A1
- US11945693B2
Record as JSON
{
"publication_number": "US12331719B2",
"country": "US",
"kind": "B2",
"title": "Installation of a wind turbine on a floating foundation",
"abstract": "In an installation of a wind turbine on a floating foundation in floating condition and subject to sea-state induced motions, e.g. at the site of an offshore windfarm, use is made of a vessel with a crane arranged on the hull and provided with a hoisting system adapted to support the weight of the wind turbine and suspend the wind turbine from the crane. A heave compensation device compensates for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation. Use is made of a mast alignment system configured to engage on the suspended wind turbine, e.g. on the mast of the suspended wind turbine, and to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced motions, at least including tilt motions in one or more vertical planes, of the wind turbine mast relative to the mounting axis of the floating foundation.",
"claims": [
"1. A method for installation of a wind turbine on a floating foundation that is in floating condition and subject to sea-state induced motions, wherein the wind turbine to be installed comprises at least a part of a wind turbine mast having a lower end portion, and comprises a rotor assembly with rotor blades, the rotor assembly being mounted on the wind turbine mast, wherein the floating foundation comprises a mast mounting structure configured to mount the mast of the wind turbine thereon and having an upwardly directed mounting axis, wherein use is made of a vessel which comprises: a floating hull; and a crane arranged on the hull, wherein the crane is provided with a hoisting system adapted to support a weight of the wind turbine and suspend the wind turbine from the crane, the hoisting system being adapted to raise and lower the wind turbine in a controllable manner, wherein the crane comprises a heave compensation device that is adapted to compensate for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation, wherein the vessel comprises a mast alignment system configured to engage on the mast of the suspended wind turbine and to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced motions, at least including tilt motions in one or more vertical planes, of the wind turbine mast relative to the mounting axis of the floating foundation, wherein the method comprises, with the hull of the vessel in floating condition and the floating foundation in floating condition, the steps of: restraining the floating foundation in a horizontal plane relative to the vessel by a restraining system; suspending the wind turbine from the crane by means of the hoisting system; positioning the lower end of the mast of the suspended wind turbine above the mast mounting structure of the floating foundation; operating the heave compensation device so as to compensate for sea-state induced heave motion of the wind turbine mast relative to the mast mounting structure of the floating foundation; operating the mast alignment system so as to bring and maintain the mast of the wind turbine in alignment with the mounting axis of the floating foundation in order to compensate for sea-state induced tilt motions of the wind turbine mast relative to the mounting axis of the floating foundation; whilst the heave compensation device and the mast alignment system are in operation, operating the hoisting system and thereby lowering the suspended wind turbine with the lower end portion of the mast onto the mast mounting structure of the floating foundation; and fastening the mast with the lower end portion thereof to the mast mounting structure of the floating foundation.",
"2. The method according to claim 1, wherein the mast alignment system is also configured and operated to compensate for sea-state induced horizontal motions of the wind turbine mast relative to the mounting axis of the floating foundation in at least one horizontal direction.",
"3. The method according to claim 1, wherein multiple floating foundations are anchored a respective final location in an offshore windfarm, all said floating foundations without wind turbine, and wherein the vessel sails to the windfarm and successively the wind turbines are installed on the floating foundations.",
"4. The method according to claim 1, wherein landing the mast onto the mast mounting structure causes, or is followed by, a preliminary fastening between the mast and the floating foundation being established, so that the wind turbine is stable relative to the floating foundation, and wherein subsequently the operation of the alignment system is ceased.",
"5. The method according to claim 1, wherein at least the mast alignment system remains in operation during a part of or all of the fastening step, the mast alignment system serving or assisting in stabilizing of the wind turbine relative to the foundation during the fastening step.",
"6. The method according to claim 1, wherein at least the heave compensation device remains in operation during a part or all of the fastening step, the heave compensation device serving or assisting in supporting at least part of a weight of the wind turbine relative to the foundation also during the fastening step.",
"7. The method according to claim 1, wherein the floating foundation is restrained by the restraining system solely in the horizontal plane relative to the vessel.",
"8. The method according to claim 1, wherein the restraining system comprises multiple mooring lines extending in different directions and being arranged between the floating foundation on the one hand and the hull of the vessel on the other hand, so as to provide a coupling of the floating foundation and the hull at least in the horizontal plane.",
"9. The method according to claim 1, wherein the restraining system comprises a vessel mounted gripper device, the gripper device having an engagement member that engages on the floating foundation, and the gripper device having an actively controlled motion mechanism configured and operated to provide a controlled motion of the engagement member relative to the hull of the vessel and thereby effects a controlled restraining of the engaged floating foundation relative to the hull of the vessel.",
"10. The method according to claim 1, wherein the alignment system comprises at least one mast engaging device having a mast engagement member and an actively controlled motion mechanism configured and operated to provide a controlled motion of the mast engagement member in the horizontal plane so as to bring and maintain the mast of the suspended wind turbine in alignment with the mounting axis of the floating foundation.",
"11. The method according to claim 10, wherein each actively controlled horizontal motion mechanism comprises a first set of one or more horizontal tracks extending in a first horizontal direction, said first set of one or more horizontal tracks supporting at least one first carrier, and said at least one first carrier supporting a second set of one or more horizontal tracks extending in a second horizontal direction different from the first direction, the second set of one or more horizontal tracks supporting one or more second carriers supporting said mast engagement device.",
"12. The method according to claim 10, wherein each mast engaging device of the alignment system comprises a trolley vertically guided along one or more vertical guide rails, the trolley supporting the mast engaging member with interposition of the actively controlled motion mechanism between the trolley and the mast engaging member to provide a controlled motion of the mast engagement member in a horizontal plane.",
"13. The method according to claim 1, wherein the alignment system comprises an upper mast engaging device and a lower mast engaging device, each of the upper mast engaging device and the lower mast engaging device having a mast engagement member and an actively controlled motion mechanism configured and operated to provide a controlled motion of the mast engagement member in a horizontal plane, wherein the mast engaging devices act on the mast at different heights, and wherein the active controlled motion mechanisms are operated to bring and maintain the mast of the suspended wind turbine in alignment with the mounting axis of the floating foundation.",
"14. The method according to claim 1, wherein the alignment system comprises an upper mast engaging device, which comprises a trolley vertically guided along one or more vertical guide rails, the trolley supporting the mast engaging member with interposition of an actively controlled motion mechanism between the trolley and the mast engaging member to provide a controlled motion of the mast engagement member in a horizontal plane, wherein the wind turbine is suspended from the mast engaging member, and wherein the mast engaging member is suspended from the crane by the hoisting device.",
"15. The method according to claim 1, wherein the crane is provided with first and second upper sheave blocks that are horizontally spaced apart, wherein the mast engaging member is provided with first and second lower sheave blocks that are horizontally spaced apart, wherein a first multiple fall cable arrangement extends the between the first upper and lower sheave blocks and a second multiple fall cable arrangement extends between the second upper and lower sheave blocks, and wherein the mast is suspended from the mast engaging member.",
"16. The method according to claim 1, wherein the crane has a vertical crane structure erected on the hull of the vessel, wherein the vertical crane structure has a lower section of the crane structure fixed on the hull and a slewable top section, wherein the hoisting device comprises one or more winch drive cables depending from one or more sheave blocks arranged on the slewable top section, wherein slewing of the top section is used to pick-up an assembled wind turbine from a deck of the vessel by the hoisting device and to bring the wind turbine with the mast thereof above the mast mounting structure of the floating foundation.",
"17. The method according to claim 16, wherein the alignment system is mounted on the vertical crane structure of the crane, and wherein, the slewable top section of the vertical crane structure is provided with an upper mast engaging device and the fixed lower section of the vertical crane structure is provided with a lower mast engaging device.",
"18. The method according to claim 1, wherein the vessel is a semi-submersible vessel with a pair of parallel, laterally spaced buoyant pontoons and with a row of multiple columns supported by and extending upwardly from each pontoon, and a deck structure supported by the upper ends of said columns, and wherein the crane is mounted on the deck structure of the hull.",
"19. The method according to claim 18, wherein the floating foundation has a stabilizing column at a corner thereof, seen from above, on which the wind turbine is to be installed, and wherein the semi-submersible vessel is arranged with the pontoons on opposite sides of said stabilizing column, corner and wherein the crane suspends the mast of the wind turbine above the mast mounting structure on said stabilizing column.",
"20. The method according to claim 1, wherein use is made of one or more sensors to monitor motion in one or more directions of the mast mounting structure relative to the lower end portion of the mast floating foundation during installation, wherein said one or more sensors are linked to a computerized controller which is configured and operated to cause automated operation of the mast alignment system.",
"21. The method according to claim 1, wherein assembly of the wind turbine to be installed is done onboard the vessel, wherein the vessel sails to the windfarm where the floating foundations are already anchored, with multiple wind turbines in yet to be assembled state stored on the vessel, storing separately the mast, nacelles, and rotor blades of at least five wind turbines on board the vessel."
],
"description_excerpt": "The present invention relates to the installation of a wind turbine on a floating foundation.\n\nIn the field of offshore windfarms it is known to install a fixed foundation on the seabed, e.g. a jacket or a monopile, and to then install the wind turbine on top of the fixed foundation. The latter of commonly done in a step-by-step approach, e.g. wherein first the mast is installed on the pre-installed foundation, then the nacelle is mounted on the top of the mast, and then the rotor blades are fitted to the hub of the nacelle. Other approaches, e.g. wherein a nacelle already fitted with two (of the three) rotor blades is supplied in the so-called bunny ears configuration, are also known.\n\nFixed foundation offshore wind turbines are effective in relatively shallow waters. In deeper waters it is envisaged that floating foundation wind turbines will be most effective, e.g. economical. For example, the document WO2009/131826 discloses several designs of floating foundation wind turbines.\n\nIn the field of floating foundation wind turbines it is at present the common understanding that assembly of the entire floating foundation wind turbine, so the combination of the floating foundation and of the wind turbine, is done remote from the actual windfarm. For example, assembly is done at a port-based yard. The entire floating foundation wind turbine is the towed from the assembly location to the remote offshore windfarm location.\n\nFor example, Hywind Scotland is a wind farm using floating foundation wind turbines. These wind turbines have a 120 meters tall mast mounted on a spar-type floating foundation.",
"cpc": [
"F03D 13/256",
"B63B 2035/446",
"B63B 27/10",
"B63B 27/16",
"B63B 77/10",
"B66C 1/108",
"B66C 13/08",
"B66C 23/06",
"B66C 23/185",
"B66C 23/52",
"F03D 13/10",
"F03D 13/112",
"F03D 13/126",
"F03D 13/139",
"F03D 13/25",
"F05B 2230/604",
"F05B 2240/93",
"F05B 2240/95",
"Y02E 10/72",
"Y02E 10/727",
"Y02P 70/50"
],
"ipc": [
"F03D 13/10",
"F03D 13/25"
],
"assignees": [
"Itrec BV"
],
"inventors": [
"Diederick Bernardus Wijning",
"Joop Roodenburg"
],
"filing_date": "2021-10-19",
"publication_date": "2025-06-17",
"grant_date": "2025-06-17",
"priority_date": "2020-10-22",
"application_number": "US-202118033097-A",
"family_id": "78302775",
"cited_by_count": 2,
"citations": [
"US7293960B2",
"US20070243063A1",
"US8316614B2",
"WO2009131826A2",
"US20110119889A1",
"EP2952426A1",
"US8701579B2",
"US8727690B2",
"US20170120993A1",
"US20160229494A1",
"JP2015168485A",
"US20190071830A1",
"US20210123203A1",
"US20210394874A1",
"US11945693B2"
]
}
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