WO2016112919A1 - Procédé permettant de fournir une plateforme de travail stable et navire associé - Google Patents

Procédé permettant de fournir une plateforme de travail stable et navire associé Download PDF

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Publication number
WO2016112919A1
WO2016112919A1 PCT/DK2016/050009 DK2016050009W WO2016112919A1 WO 2016112919 A1 WO2016112919 A1 WO 2016112919A1 DK 2016050009 W DK2016050009 W DK 2016050009W WO 2016112919 A1 WO2016112919 A1 WO 2016112919A1
Authority
WO
WIPO (PCT)
Prior art keywords
vessel
seabed
water
wind turbine
hull
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/DK2016/050009
Other languages
English (en)
Inventor
Lars Budtz
Jan Westergaard
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Envision Energy Denmark ApS
Original Assignee
Envision Energy Denmark ApS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Envision Energy Denmark ApS filed Critical Envision Energy Denmark ApS
Priority to CN201680006265.XA priority Critical patent/CN107207077B/zh
Publication of WO2016112919A1 publication Critical patent/WO2016112919A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/40—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting marine vessels
    • B63B35/42—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting marine vessels with adjustable draught
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
    • F03D80/50—Maintenance or repair
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0091—Offshore structures for wind turbines
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/727—Offshore wind turbines

Definitions

  • the present invention relates to a method for providing a stable working platform, where the method comprises the steps of moving a vessel to an offshore wind turbine installation site, positioning the vessel relative to the installation site, and lowering the vessel onto the seabed.
  • the present invention also relates to a vessel for providing a stable working platform, comprising a hull having at least a flat-bottom which is configured to rest on a seabed, and a deck provided in the hull which defines an outer working platform.
  • a water cleaning process is often required when raising the legs in order to counteract the suction effect generated by the sediments of the seabed.
  • One way to solve these problems is to use a support mat or spud cans connected to each of the jack-up units which increases the contact area with the seabed, thereby reducing the penetration depth of the jack-up legs.
  • WO 2012/066790 Al discloses another solution in which the ship has a plurality of individual anchor blocks or a common anchor block connected to a winch system located on the ship. The anchor blocks are lowered out of a cavity in the hull and into contact with the seabed, after which tension is applied to each of the wires so that they form a tension-leg support system during erecting the wind turbine.
  • These solutions all require one or more struc- tures to be lowered and raised from the seabed, which in turn takes time and adds to the complexity and costs of the system.
  • WO 03/066427 Al discloses a vessel having a plurality of extendable support legs arranged in the hull of the vessel.
  • the vessel is positioned relative to the installation site and then ballast tanks are filled with water to lower the vessel into position above the seabed.
  • the support legs are afterwards moved out of the hull and into contact with the seabed so that the vessel rests firmly on the seabed.
  • the support legs are retracted and the ballast tanks are emptied to raise the vessel.
  • the vessel is then moved to a new location.
  • This vessel is not suitable for use in intertidal zones. It is known to use an installation barge with a flat bottom when erecting wind turbines at an intertidal site.
  • the barge is moved out to the installation site and positioned relative to the foundation at high tide.
  • the barge is then placed on the seabed as the sea level falls during low tide, thereby providing a stable platform during work.
  • the wind turbine is then installed using an on-board crane.
  • the barge then becomes buoyant again and work is halted. This results in an operation time window of just a few hours in which work can be carried out.
  • An object of the invention is to provide a solution that solves the above-mentioned problems of the prior art.
  • An object of this invention is to provide a method for providing a stable working platform for an offshore wind turbine which extends the operation time window.
  • An object of this invention is to provide a vessel that provides a stable working platform and allows the operation time window to be extended.
  • An object of the invention is achieved by a method for providing a stable working platform, where the method comprises the steps of:
  • buoyancy chamber defines any open or closed chambers configured to be filled with water, such as ballast tanks, internal compartments, open decks, or even closed decks. Closed decks are defined as decks that are closed off from weather and waves while open decks are defined as decks exposed to weather and waves at all time.
  • This provides a simple and easy method for providing a stable work platform that is not influenced by changes in the sea level from low tide to high tide, or vice versa.
  • This configuration allows for a faster operation turnaround and lower manufacturing costs compared to any known jack-up vessels.
  • this configuration is suitable for use in a shallow water area, particular an intertidal zone.
  • this configuration eliminates the need for a complex and heavy jack-up system to raise and lower the vessel, thus saving weight and space of the vessel.
  • This configuration allows the vessel to form a stable working platform by simply altering the buoyancy of the vessel so that the vessel rests on the seabed.
  • the vessel is moved out to the installation site and into position by means of an onboard propulsion system, e.g. a motor and one or more propellers.
  • the vessel may further comprise a dynamic positioning system to move the vessel into the correct position.
  • the vessel may be towed out to the installation site and moved into the correct positon by means of one or more external vessels, such as tugboats.
  • the method further comprises the step of lowering the vessel onto the seabed by activating a pumping system, wherein the pumping system actively pumps water into one or more of the buoyancy chambers.
  • the pumping system is controlled by a user operated panel or a control unit which monitors the amount of water in these buoyancy chambers.
  • the buoyancy chambers are one or more ballast tanks or compartments arranged inside the hull.
  • the pumping system comprises at least one pipe or hose arrangement connected to an inlet and an outlet.
  • the pumping system may be a separate pumping system or integrated into the vessel, as described later.
  • two or more pumping sys- terns may be connected to the buoyancy chambers, one for pumping water into the vessel and one for pumping water out of the vessel. This allows the vessel to be lowered into contact with the seabed without having to wait for the low tide. Once the vessel is resting firmly on the seabed, it forms a stable working platform and the service and/or installation process can be initiated.
  • the pumping system may regulate the amount of water inside the buoyancy chambers based on the height of the sea level.
  • a measuring unit e.g. a sonar, a radar, a tide gauge, a GPS-receiver, or another sea level sensor, is used to measure the height of the sea level.
  • the measuring unit is electrically connected to the control unit which controls the operation of the pumping system based on the measured sea level.
  • the control unit may start the pumping system to pump water out of the buoyancy chambers as the sea level falls and/or to pump water into the buoyancy chambers as the sea level rises. This allows the vessel to regulate the amount of water inside the buoyance chambers and thus alter the buoyancy of the vessel based on the rising and falling sea level.
  • the method further comprises the step of lowering the vessel onto the seabed by opening one or more hatches and/or doors located in a hull of the vessel, and passively filling one or more of the buoyancy chambers with water via the hatches and/or doors.
  • the vessel allows the vessel to be lowered onto the seabed as well as remaining on the seabed by allowing water to freely flow into and out of the buoyancy chambers, e.g. following the rising or falling sea level.
  • the water is lead into the buoyancy chambers via a predetermined number of hatches located in at least one side of the hull, prefera- bly via hatches on both sides of the hull.
  • the opening of the hatches may be controlled by the control unit so that the vessel is prevented from tilting over during the filling/emptying process.
  • the hatches are moved between an open position and a closed position via an actuator or another opening mechanism controlled by the control unit.
  • the buoyancy chambers may be one or more ballast tanks or compartments arranged inside the hull.
  • water may also be lead into the vessel via one or more doors located in the bow or the stern of the vessel, preferably in both the bow and stern of the vessel.
  • the doors are moved, e.g. in a vertical plane or in a horizontal plane, between an open position and a closed position via an actuator or another open- ing mechanism.
  • the buoyancy chamber may be a lower deck, e.g. a well deck, or an open deck, e.g. a weather deck, arranged in the vessel.
  • the doors act as conventional doors providing access for the workers to the lower or open deck.
  • the lower or open deck may act as a conventional deck or working platform during low tide.
  • the vessel is positioned in any angle relative to the main direction of the tidal current, the prevailing wind direction, or the prevailing direction of the waves or current.
  • the vessel is preferably positioned substantially parallel or perpendicular relative to the tidal current, the wind direction, or the direction of the waves or current. This allows the vessel to be placed in a position in which the impact from tides, waves, current or wind is reduced to a minimum.
  • the method further comprises the step of moving one or more side elements arranged relative to an upper deck of the vessel between a retracted position and an extended position, wherein the side elements in the extended position increases the distance between the sea level and a gunwale of the vessel.
  • the vessel may further comprise a number of side elements arranged relative to the bulwark of the vessel, e.g. of the upper or open deck.
  • the side elements are config- ured to increase the distance between the railing/gunwale and the sea level, e.g. at high tide, while limiting water from entering the deck.
  • the side elements may be arranged along the entire bulwark of the vessel or along one or more sections thereof, e.g. the midsection of the vessel.
  • the side elements are positioned in the retracted position when they are not used, thereby saving space.
  • the side elements Once the vessel is positioned on the seabed, the side elements are moved, e.g. telescoped or rotated, out to their extended position. This increases the height of the vessel, thereby allowing it to operate at a greater depth or in greater waves.
  • the side element may be bulwark elements or plates configured to be mounted to the bulwark and/or to each other via mounting means, e.g. brackets. Alternatively, the side elements may be connected to the bulwark via guide tracks or grooves or via hinges. An actuator may be used to move the side element into position.
  • One or more sealing elements may be arranged between two adjacent side elements and/or the side element and the bulwark. Alternatively, the periphery of the two adjacent side ele- ments and/or the periphery of the side element and the bulwark may be shaped so that they substantially form a seal. This prevents water from entering the deck.
  • the buoyancy chambers are passively filled and emptied during a tidal change via one or more hatches and/or doors located in a hull of the vessel when the vessel is resting on the seabed.
  • the vessel may be lowered onto the seabed following the tidal change from high tide to low tide.
  • the hatches or doors are opened to allow the rising/falling sea level to freely flow through the vessel and gradually flood the buoyancy chambers.
  • the buoyancy chambers may be gradually filled or emptied by using the pumping system, as described above. This allows the vessel to remain in its position on the seabed as the tide changes from low tide to high tide, or vice versa, thereby allowing the workers to continue to work on the wind turbine or the foundation thereof even during high tides.
  • the method further comprises providing one or more lifting units on an upper deck of the vessel, and at least servicing or replacing one or more wind turbine parts of a pre-installed wind turbine by using the lifting unit.
  • the vessel comprises one or more lifting units arranged on the upper deck or on a raised deck located above the open deck.
  • the lifting unit is used during the service process to lift equipment, such as tools, spare parts and other items, from the vessel to the wind turbine or foundation thereof, and vice versa.
  • the equipment is loaded onto the vessel at a loading site and optionally stored away in cabinets or storage compartments.
  • the lifting unit may also be used to lift a damaged wind turbine part onto the deck during the repair process. A new wind turbine part is then connected to the crane wire and lifted into position on the wind turbine.
  • the method further comprises the step of providing one or more lifting units on an upper deck of the vessel, and at least erecting and installing one or more wind turbine parts on an offshore foundation by using the lifting unit.
  • the lifting unit is additionally or alternatively used during an installation process to lift one or more wind turbine parts, e.g. the wind turbine tower, the nacelle, the rotor hub or wind turbine blades, into an installation position relative to a previously installed wind turbine part or the offshore foundation.
  • the wind turbine part is then in- stalled and a new wind turbine part can be lifted into position.
  • This allows the vessel to function as a multi-purpose vessel which can be used for servicing as well as installation purposes.
  • the lifting unit and/or one or more wind turbine parts are loaded onto the vessel at a loading site prior to moving the vessel to the installation site.
  • the lifting unit e.g. an onshore crane
  • the lifting unit is preferably loaded onto the vessel at a loading site and fixed prior to moving the vessel out to the installation site.
  • the lifting unit is an on-board unit, e.g. an on-board crane unit, which is installed on the vessel, e.g. at the loading site during the loading process.
  • Other lifting means may be provided on the vessel for lifting the equipment and/or wind turbine parts into position, such as a jack-up system, a winch system or another suitable lifting system.
  • the vessel is stabilised during operation of the lifting unit, e.g. by regulating the amount of water in at least one of the buoyancy chambers.
  • the lifting unit is stabilised to provide a stable lift.
  • the lift- ing unit may be stabilised by adding one or more weight elements to the back end of the lifting unit.
  • the weight elements may be loaded onto the lifting unit at the loading site or prior to starting the lifting process.
  • the weight elements may also be loaded onto the vessel during the loading process and placed at the opposite end of the lifting unit.
  • one or more stabilising arms may be extended out of the vessel and brought into contact with the seabed.
  • the buoyancy chambers may also act as stabilisers during the lifting process.
  • the pumping system is in this configuration used to regulate the amount of water in the buoyancy chambers. All of the buoyancy chambers may be filled with water to stabi- Use the lifting unit. Alternatively, water is pumped from at least one buoyancy chamber to at least another buoyancy chamber to alter the weight distribution of the vessel. Additional water may be pumped into a selected buoyancy chamber and/or water may be pumped out of a selected buoyancy chamber.
  • the method further comprises the step of raising the vessel by emptying the buoyancy chambers for water by using a pumping system and/or by closing the hatches and/or doors, and thereby achieving positive buoyancy of the vessel.
  • the vessel After completing the installation or service process, the vessel is raised and moved to a new installation site, the loading site, e.g. the harbour, or another location.
  • the vessel is raised, e.g. at high tide, by closing the buoyancy chambers and optionally pumping any trapped water out of the buoyancy chambers by using the pumping system.
  • the buoyancy chambers may be closed off by moving the hatches and/or the doors provided in the hull into their closed position, e.g. at low tide, and thereby preventing water from entering the vessel.
  • the hatches and/or doors may be closed at a time where the combined weight of the vessel and the water inside the buoyancy chambers do not exceed the weight of the displaced water, e.g.
  • the vessel is able to achieve positive buoyancy during high tide so that it can be raised from the seabed. If ballast tanks or compartments are used as buoyancy chambers, then water is actively pumped out by using the pumping system to achieve positive buoyancy. This allows the vessel to be raised following the rising sea level or at any time during high tide compared to conventional vessels which are automatically raised by the rising sea level during high tide.
  • this configuration also allows the vessel to be used in shallow water where it is raised and lowered relative to the sea level, e.g. the mean sea level, by altering the buoyancy of the vessel.
  • Conventional vessels require a jack-up system to provide a stable working platform in shallow water.
  • the vessel is raised by actively pumping water out of the buoyancy chambers by using the pumping system.
  • the hatches and/or doors may be closed at a time, e.g. at low tide, where the vessel is able to achieve positive buoyancy, e.g. at high tide, so that it can be raised from the seabed.
  • the installation site is located within an intertidal zone or a shallow water area.
  • the vessel is preferably moved to an installation site located within a shallow water area, in particular an intertidal zone as the vessel is able to provide a stable work platform that is not influenced by changes in the sea level from low tide to high tide, or vice versa.
  • a vessel providing a stable working platform comprising:
  • a hull comprising at least a flat bottom which is configured to rest on a seabed, a deck provided in the hull which defines an outer working platform,
  • buoyancy chambers are arranged inside the hull, wherein
  • the vessel further comprises means for at least partially filling the buoyancy chambers with water, and wherein the flat bottom of the vessel is configured to rest on the seabed when lowered into contact with the seabed so that the vessel provide a stable working platform.
  • This provides a vessel capable of providing a stable working platform which is not influenced by the tidal changes or requires a jack-up system to raise the platform. This allows for a faster operation turn around and lower manufacturing costs compared to conventional jack-up barges or ships since no jack-up system or tension leg system is required.
  • This configuration is suited for use in shallow water areas, in particular intertidal zones.
  • the shallow water area is defined by having a water depth, e.g. a height of the sea level, equal or less than 50 metres.
  • the intertidal zone is defined as an area covered by water during high tide and uncovered at low tide (also referred to as the area between high tide and low tide).
  • the vessel is provided with one or more buoyancy chambers arranged inside the hull, wherein these buoyancy chambers are connected to means for passively or actively filling the buoyancy chambers with water, as described above. These means are used to alter the buoyancy of the vessel so that it remains on the seabed during a service or installation process. This provides a stable working platform as well as it keeps the vessel in a correct position without having to adjust the position due to environmental impacts.
  • Some conventional installation vessels use ballast tanks to lower the vessel relative to the sea level, however they still require a mooring system or a dynamic positioning system to keep the vessel in a correct position.
  • the means are one or more doors and/or hatches arranged in the hull, the doors or hatches are connected to one or more buoyancy chambers arranged inside the hull and one or more openings in the hull, wherein the hatches or doors are configured to move between an open position and a closed position.
  • the vessel comprises one or more hatches arranged in at least one side surface of the hull, preferably in both side surfaces.
  • the hatches are located in the lower half of the hull, e.g. below the waterline in an unloaded situation or in a predetermined loaded situation.
  • An actuator or another opening mechanism is used to open and close the hatches, wherein the opening mechanism is controlled by a control unit.
  • the buoyancy chambers may be ballast tanks or compartments. This allows water to freely flow into and out of the buoyancy chambers. Furthermore, water is able to flow through the vessel via the openings of the hatches, thereby preventing the vessel from moving, e.g. tilting, due to the flow of water and incoming waves.
  • the vessel additionally or alternatively comprises one or more doors arranged in at least the bow or stern of the vessel, preferably in both the bow and in the stern.
  • the doors may be hinged doors configured to pivot around a pivot axis or sliding doors configured to slide along a guiding element, e.g. a groove or track.
  • the buoyancy chamber may be an open deck or well deck extending along the longitudinal length of the vessel or a part thereof. This also allows water to freely flow into and out of the buoyancy chamber via the openings of the doors. This deck may further act as a conventional deck or working platform when not submerged.
  • the means are one or more ballast tanks arranged inside the hull, the ballast tanks are connected to at least one pumping system for regulating the amount of water in the ballast tanks.
  • the vessel comprises a predetermined number of ballast tanks which act as the buoy- ancy chambers.
  • the buoyancy chambers are each connected to a pumping system configured to pump water in or out of the buoyancy chambers.
  • the pumping system may be a separate pumping system with a separate inlet and a separate outlet.
  • the pumping system may instead be integrated into the vessel and comprise one or more openings provided in the outer surface of the hull which act as inlets or outlets depending on the pumping direction. These openings may be located in the hull below the waterline in the unloaded or the predetermined loaded situation.
  • the other end of the pumping system is arranged relative to the buoyancy chambers. This allows water to be actively pumped into or out of the buoyancy chambers to alter the buoyancy of the vessel. Fur- thermore, the pumping system enables the vessel to be lowered or raised at any time, e.g. during the high tide or after completing the installation or servicing process.
  • the control unit is configured to control the operation of the pumping system, e.g. the direction of flow.
  • the control unit may further be configured to monitor the sea level and control the operation of the pumping system based on the measured sea level, as described above.
  • One or more measuring unit configured to measure the sea level are connected to the control unit which regulate the amount of the water in the buoyancy chambers based on the measured sea level. This allows the vessel to remain on the seabed while reducing the pressure applied to the seabed.
  • the pumping system may also be used to empty any water trapped in the buoyancy chambers when the hatches and/or doors are closed.
  • the control unit is configured to activate the pumping system when it has determined that all the hatches and/or doors are closed. This allows the vessel to achieve positive buoyancy so that it is raised from the seabed, or simply increase the stability of the vessel during transport.
  • a measuring unit or visual markings located inside the vessel may be used to measure the amount of water inside the vessel. This measuring may be used to active the pumping system.
  • the deck is configured to hold one or more lifting units, e.g. a crane unit, and optionally one or more wind turbine parts, e.g. a rotor or a wind turbine tower.
  • lifting units e.g. a crane unit
  • wind turbine parts e.g. a rotor or a wind turbine tower.
  • the deck may be an upper deck or a raised deck located above the lower or open deck.
  • the deck is configured to hold the lifting units, such as a crane unit, a jack-up unit or other suitable lifting units, used during the service or installation process.
  • the deck may comprise means for securing the lifting units to the deck, such as mounting brackets, fastening hooks or eyes or other suitable fastening means.
  • the lifting unit may be an onshore lifting unit, e.g. a mobile crane unit, loaded onto the deck at the loading site or an on-board lifting unit, e.g. a crane unit installed on the deck.
  • the deck may further comprise one or more cavities or compartments for storing service equipment, spare parts or other items. Alternatively, one or more of the cavities may be configured to receive and hold the lifting unit.
  • the deck may be configured to receive and hold different types and/or different sizes of lifting units, thus allowing the vessel to be outfitted with a lifting unit adapted for a particular purpose.
  • the vessel may exemplary be provided with a small crane unit for servicing the wind turbine or a large crane unit for erecting the wind turbine.
  • the deck may further comprise one or more storage spaces for one or more wind tur- bine parts, such as a wind turbine blade, a rotor hub, a nacelle, a wind turbine tower or other parts of the wind turbine structure.
  • these wind turbine parts may be arranged on a second deck located relative to the upper or raised deck.
  • the wind turbine parts may instead be arranged on a separate transport vessel which is positioned relative to the vessel. This allows the vessel to complete the instal- lation process without having to halt the process during high tide.
  • Fig. 1 shows a first exemplary embodiment of a vessel according to the invention positioned relative to an offshore wind turbine;
  • Fig. 2 shows the vessel of fig. 1 seen from the bow
  • Fig. 3 shows the vessel of fig. 1 resting on the seabed during high tide
  • Fig. 4 shows the vessel of fig. 3 seen from the bow
  • Fig. 5 shows the vessel of fig. 1 resting on the seabed during low tide
  • Fig. 6 shows the vessel of fig. 5 seen from the bow
  • Fig. 7 shows a second exemplary embodiment of the vessel positioned relative to the offshore wind turbine.
  • Fig. 8 shows the vessel of fig. 7 resting on the seabed.
  • Fig. 1 shows an exemplary embodiment of a wind turbine 1 installed on an offshore foundation 2 at an installation site.
  • the wind turbine 1 comprises a wind turbine tower 3 provided on the offshore foundation 2 and a nacelle 4 arranged on top of the wind turbine tower 3.
  • a vessel 7 is configured to provide a stable working platform relative to the wind turbine 1 during a service process or optionally an installation process.
  • the vessel 7 comprises a hull 8 having a bottom 9 connected to sides 10, a stern 1 1, and a bow 12.
  • the bottom 9 is shaped as a flat bottom configured to rest on a seabed 13.
  • a hinged door is arranged in the stern 11 and configured to provide access to a lower deck (shown in fig 4) located in the hull 8.
  • Another door 14 e.g. a hinged door, is further arranged in the bow 12 and configured to further provide access to the lower deck.
  • An opening mechanism is connected to the door 14 and configured to move, e.g. pivot, the door 14 between an open position (shown in fig. 3) and a closed position (shown in fig. 1).
  • At least one pumping system 15 comprising an inlet and an outlet is loaded onto the vessel 7.
  • the pumping system 15 may instead be an on-board pumping system installed in the vessel 7.
  • the pumping system 15 is arranged relative to the lower deck for pumping water out of the vessel 7 or into the vessel 7.
  • a second pumping system is optionally arranged on the vessel 7 as shown in fig. 1.
  • the vessel 7 is initially moved out to the installation site, e.g. from a loading site, and positioned relative to the wind turbine 1 or the offshore foundation thereof, e.g. using an external vessel.
  • Fig. 2 shows the wind turbine 1 and the vessel 7 seen from the bow 12.
  • the vessel 7 is positioned at a predetermined distance from the offshore foundation 2 or the wind turbine 1, e.g. the wind turbine blades 6.
  • the doors 14 are placed in a closed posi- tioned during transport to the installation site.
  • the vessel 7 After placing the vessel 7 in a correct position, preferably during high tide, the vessel 7 is lowered onto the seabed 13 by moving the doors 14 to their open position (indicated by arrow 16) as shown in figs. 3-4.
  • This enables the lower deck to passively be filled, e.g. flooded, with water in order to alter the buoyancy of the vessel 7.
  • the vessel 7 may also be lowered onto the seabed 13 by activating the pumping system 15, e.g. turning on the pump and opening the respective valves. This enables the lower deck to be actively filled with water in order to alter the buoyancy of the vessel 7.
  • the vessel 7 further comprises an upper deck 17 defining the working platform as shown in fig. 4.
  • a lifting unit 18, e.g. an onshore crane, and other service equipment are loaded onto the upper deck 17 at the loading site before the vessel 7 is moved to the installation site.
  • the upper deck 17 comprises holding means (not shown) for securing the lifting unit 18 to the upper deck 17.
  • Storage means, e.g. cabinets or cavities, may be arranged in the hull 8, e.g. the upper deck 17, for safe storage of the service equipment and/or the spare parts of the wind turbine 1.
  • the lifting unit 18 is used during the service process to lift items between the wind turbine 1 and the vessel 7.
  • the lower deck 19 e.g. a well deck, is located below the upper deck 17 and is configured to be submerged under water during the service process.
  • This deck 19 acts as a buoyancy chamber for the vessel 7 which is used to raise and lower the vessel 7 relative to the sea level 20.
  • the lower deck 19 also acts as a second working platform when not submerged.
  • the vessel 7 comprises at least one bulwark 21 arranged relative to the upper deck 17 for limiting water from entering the upper deck 17.
  • a gunwale 22 is provided on top of the bulwark 21.
  • the gunwale 22 defines a distance to the sea level 20, e.g. the mean sea level or the sea level at high tide. During the service process, this distance is reduced since the vessel 7 is resting on the seabed 13.
  • the vessel 7 is configured to operate in intertidal zones or in shallow waters where the water depth is less than the height of the vessel 7, e.g. the height of the sides 10.
  • Fig. 5-6 show the vessel 7 resting on the seabed 13 during a low tide. Yet another way to lower the vessel 7 onto the seabed 13 is to simply follow the falling sea level 20 during the tidal change from high tide to low tide. Once the vessel 7 is resting on the seabed 13 as shown in fig. 5, the doors 14 are opened to allow water to enter the vessel 7 during the service process.
  • water is able to passively flow through the vessel 7, e.g. submerging the lower deck 19, following the rising sea level 20 during the tidal change from low tide to high tide.
  • This allows the vessel 7 to remain on the seabed 13 during the servicing process, thereby eliminating the need for halting the service process during high tide.
  • the doors 14 are closed to prevent water from entering the vessel 7 as shown in fig. 6.
  • the vessel 7 is then raised from the seabed 13 by simply following the rising sea level 20 from low tide to high tide.
  • the vessel 7 may also be raised during the high tide by closing the doors 14 and then using the pumping system 15 to pump any trapped water out of the vessel 7, e.g. away from the lower deck 19.
  • the pumping system 15 is activated by the optional control unit after it has determined that all the doors 14 have been closed. This enables the vessel 7 to alter this buoyancy so that it is raised from the seabed 13. After the vessel 7 is raised from the seabed 13, the vessel 7 is able to be moved to another location, e.g. another installation site or back to the loading site/harbour.
  • Figs. 7-8 show a second exemplary embodiment of the vessel 7 where a predetermined number of ballast tanks 23 is arranged in the hull 8.
  • the ballast tanks 23 act as buoyancy chambers that enables the vessel 7' to be raised or lowered relative to the sea level 20.
  • the ballast tanks 23 are distributed along the hull 8 as shown in fig. 7.
  • the pumping system 15' is activated to pump water into the ballast tanks 23.
  • Each ballast tank 23 is connected to an individual pumping system 15' . This allows the buoyancy chambers to be actively filled with water in order to lower the vessel 7 onto the seabed 13.
  • the vessel 7 comprises one or more optional hatches 24 arranged in the sides 10 of the vessel 7.
  • the hatches 24 are configured to be moved from a closed position to an open position.
  • the hatches 24 are preferably located in the lower part of the hull 8, e.g. below the water line in a loaded situation.
  • An opening mechanism (not shown) is connected to each of the hatches 24 for moving the hatches between the open and closed positions. This allows the buoyancy chambers to be passively filled with water by allowing the water to freely flow into and out of the buoyancy chambers following the sea level 20.
  • the service process is initiated, thereby providing a stable working platform during the tidal changes.
  • the vessel 7 is raised from the seabed 13 as shown in fig. 7 by closing the hatches 24 during low tide, thereby preventing further water to enter the vessel 7.
  • the vessel 7 is then raised following the tidal change from low tide to high tide.
  • the vessel 7 may also be raised by activating the pumping system 15' to pump water out of the ballast tanks 23.
  • the pumping system 15' is activated when the hatches 24 are closed and/or when the service process is completed. This enables the vessel 7 to be raised during high tide and moved to another location.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • General Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Wind Motors (AREA)

Abstract

La présente invention concerne un procédé et un navire (7) permettant de fournir une plateforme de travail stable pour une éolienne en mer (1). Le navire (7) comprend une ou plusieurs chambres de flottaison configurées pour être au moins partiellement remplies d'eau de telle sorte que le navire (7) reste sur le fond de la mer (13) au cours du procédé d'entretien ou d'installation. Les chambres de flottaison peuvent être remplies passivement d'eau par l'ouverture d'une ou plusieurs trappes (24) ou portes (14) dans la coque (8) ou remplies de manière active avec de l'eau au moyen d'un système de pompage (15). Le navire (7) comprend en outre un pont supérieur (17) ou un pont surélevé sur lequel une ou plusieurs unités de levage (18) sont disposées. L'unité de levage (18) est utilisée au cours du procédé d'entretien ou du procédé d'installation. Une fois le procédé d'entretien ou d'installation achevé, les chambres de flottaison sont fermées et le navire (7) est soulevé depuis le fond (13) de la mer et l'éventuelle eau piégée est évacuée du navire (7). Le navire (7) est finalement déplacé jusqu'à un autre emplacement ou ramené au port.
PCT/DK2016/050009 2015-01-14 2016-01-13 Procédé permettant de fournir une plateforme de travail stable et navire associé Ceased WO2016112919A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201680006265.XA CN107207077B (zh) 2015-01-14 2016-01-13 提供稳定的工作平台的方法及其船只

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DKPA201570016 DK178601B1 (en) 2015-01-14 2015-01-14 Method for providing a stable working platform and a vessel thereof
DKPA201570016 2015-01-14

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WO2016112919A1 true WO2016112919A1 (fr) 2016-07-21

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Publication number Priority date Publication date Assignee Title
NL2021708B1 (en) * 2018-09-25 2020-05-07 Gustomsc Resources Bv Method for stabilizing a jack-up platform unit
CN112969638B (zh) * 2018-11-08 2023-08-01 沃尔沃遍达公司 外部驱动器保护设备
CN115628177A (zh) * 2022-11-25 2023-01-20 远大可建科技有限公司 一种带风力发电机的防倾覆船体及工作方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003066427A1 (fr) * 2002-02-08 2003-08-14 Fred. Olsen Renewables Ltd. Navire destine a l'installation de structures dressees
WO2011102738A2 (fr) * 2010-02-18 2011-08-25 Aker Marine Contractors As Procédé et navire pour le transport et l'installation en mer d'ensembles éoliennes
WO2011103988A1 (fr) * 2010-02-26 2011-09-01 Ed. Züblin Aktiengesellschaft Dispositif pour le transport et l'installation d'un agencement d'une éolienne offshore comprenant une embase et procédé pour le transport et l'installation d'un tel agencement muni d'une embase
WO2012066790A1 (fr) * 2010-11-18 2012-05-24 三菱重工業株式会社 Navire permettant l'installation d'éoliennes en mer, et procédé permettant d'installer des éoliennes en mer à l'aide de celui-ci

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587340A (zh) * 2011-01-14 2012-07-18 中国国际海运集装箱(集团)股份有限公司 坐底式风机安装平台及风机设备安装的方法
FR2972173B1 (fr) * 2011-03-01 2013-03-29 Stx France Sa Navire de transport sur un site "offshore" d'une eolienne et procede pour sa mise en place
CN102278291B (zh) * 2011-06-20 2013-03-27 中交一航局第二工程有限公司 风力发电机海上运输安装的施工方法及其专用运输安装船
CN102400863A (zh) * 2011-10-27 2012-04-04 中国石油天然气集团公司 一种海上风力发电设备坐底式安装法
CN202966598U (zh) * 2012-10-29 2013-06-05 广东明阳风电产业集团有限公司 一种新型坐底式海上风机安装驳船
CN103010412A (zh) * 2012-12-06 2013-04-03 广东明阳风电产业集团有限公司 一种可坐底桁架式海上风机安装驳船

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003066427A1 (fr) * 2002-02-08 2003-08-14 Fred. Olsen Renewables Ltd. Navire destine a l'installation de structures dressees
WO2011102738A2 (fr) * 2010-02-18 2011-08-25 Aker Marine Contractors As Procédé et navire pour le transport et l'installation en mer d'ensembles éoliennes
WO2011103988A1 (fr) * 2010-02-26 2011-09-01 Ed. Züblin Aktiengesellschaft Dispositif pour le transport et l'installation d'un agencement d'une éolienne offshore comprenant une embase et procédé pour le transport et l'installation d'un tel agencement muni d'une embase
WO2012066790A1 (fr) * 2010-11-18 2012-05-24 三菱重工業株式会社 Navire permettant l'installation d'éoliennes en mer, et procédé permettant d'installer des éoliennes en mer à l'aide de celui-ci

Also Published As

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CN107207077B (zh) 2019-09-27
DK201570016A1 (en) 2016-08-01
DK178601B1 (en) 2016-08-08
CN107207077A (zh) 2017-09-26

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