Patent Application
20250019047
The present invention relates to the field of installation of a monopile that is adapted to support an offshore wind turbine. The invention relates to a method for installation of a monopile and to an installation vessel for installation of the monopile.
In the field of offshore wind turbines, monopiles of a length of 100 meters or more, diameter of 10 meters or more, and with a mass of more than 1000 tonnes, even above 2000 tonnes, are not uncommon. These monopiles have to be transported to an offshore installation location, where they are to be installed.
In the prior art, for example in WO2018/117846, it is known to transport a monopile on a vessel to an offshore installation site in a horizontal orientation. At the installation site, the monopile is gripped by a pile holder which is provided on the vessel while the monopile is still in the horizontal orientation. The monopile is subsequently upended into a vertical orientation before being lowered into the water. The monopile is upended by means of a crane provided on the vessel while the lower end of the pile is supported by the pile holder.
In US2021/123203, the vessel is provided with a dedicated upending device and a separate dedicated pile holder device. The upending of the monopile is done with the lower end portion of the monopile resting on the upending device and the upper end of the monopile being lifted by the crane. Whilst the monopile is held by the upending device, its lowermost end moves into the opened pile holder. Then the pile holder is closed about the monopile, and then the upending device is released from the monopile.
In alternative methods, such as in for example WO2018/052291 or WO2019/172752, the monopile is upended into a vertical orientation by the crane first, before being gripped by the pile holder. For example, upending of the monopile is done using just the crane, or using two cranes that cooperate in the upending process. For example, use is made of a dedicated upending tool that is distinct from any pile holding device of the vessel. For example, e.g. as discussed in WO2020/128016, a single crane is used in combination with a dedicated upending tool engaging on the lower end portion of the monopile for the upending process. In these methods, the monopile is gripped by the pile holder while the monopile is already in the vertical orientation and suspended from the crane. A downside of these methods is that the pile holder may be damaged by the monopile before the monopile is gripped by the pile holder or when the pile holder is in the process of gripping the monopile. The pile holder may be more easily damaged as monopiles increase in size and weight.
A known approach to alleviate this downside is to provide the pile holder with fenders or the like for the monopile, e.g. to shield the rather fragile pile engaging devices of the pile holder (which usually have one or more hydraulic actuators for their accurate operation/positioning) from any undue collision. A further known approach is to first set the array of pile engaging devices of the pile holder into a retracted position, so as to initially create an oversized opening for the monopile during the gripping phase. Another known approach is the use of tugger winches to stabilize the suspended monopile.
The invention aims to improve the existing method and vessel employed for installation of a monopile, e.g. in view of the engagement process of the pile holder and the monopile suspended from a crane of the vessel. For example, the invention aims to reduce the risk of damage to the pile holder by the monopile.
The invention relates to a method for installation of a monopile adapted to support an offshore wind turbine wherein use is made of an installation vessel comprising:
When the monopile is brought in the vertical orientation and is being suspended by the crane, the monopile and the crane form a massive pendulum, wherein the monopile forms the pendulum weight. Motion of the monopile relative to the vessel when in this configuration may be caused by a variety of factors, such as, for example, sea state induced vessel motion, for example roll and/or pitch, operation of the dynamic positioning system of the vessel (when present), change of load on the hull (e.g. due to movement of the center of mass of the monopile), operation of the ballast system of the vessel, wind forces acting on the large monopile and/or the crane, slew motion of crane during upending, luffing motion of the crane boom during upending, vibrations in the structure of the crane, e.g. in the boom of the crane, induced motion of the monopile as a result of motion of the crane, etc. Motion of the monopile relative to the vessel may further be, e.g. intentionally, caused by controlled movement of the crane, for example, when the monopile is moved, e.g. swerved, from a first location, e.g. a transport location, to a second location, e.g. the installation location.
The invention is based on the insight that motion, e.g. pendulum motion or slewing motion, of the monopile relative to the pile holder when suspended by the crane may cause damage to the pile holder when the pile holder is brought closer to the monopile, in particular in the process of gripping the monopile by the pile holder. Even a relatively small motion between the monopile and the pile holder may result in damage to one or more components of the pile holder due to the enormous weight of the monopile. Damage to the pile holder may, for example, be caused when the monopile is not yet in the pile holder and impacts the pile holder, e.g. one or more pile engaging devices thereof, when bringing the pile holder and the monopile together. Damage may also be caused due to impact between the pile holder and the monopile when the monopile is in the pile holder, e.g. but not yet securely gripped.
The invention reduces relative motion between the monopile and the pile holder by performing the invention. By reducing relative motion between the monopile and the pile holder damage caused by a possible impact between them may be reduced or avoided. Additionally, the risk of an impact between the monopile and the pile holder is reduced or avoided by the invention, for example because as the monopile starts moving towards the pile holder in an undesirable manner, the pile holder may start moving away from the monopile.
The vessel used in the method comprises a hull and a crane mounted on the hull. The vessel may be floating vessel or a jack-up vessel and the method may be performed when the vessel is in a floating condition or in a non-floating condition, e.g. the hull being supported by the jack-up legs.
The vessel further comprises a pile holding device comprising the pile holder for gripping the monopile and a support assembly which supports the pile holder. The support assembly is mounted to the hull of the vessel and supports the pile holder relative to the hull.
The pile holder is movable supported by the support assembly such that the pile holder may move in a horizontal plane relative to the hull. This allows the pile holder to move in the horizontal plane independent of the hull and the crane attached to the hull. For example, during driving the monopile into the seabed, the support assembly may be operated to ensure verticality of the monopile, e.g. compensating for vessel motion that would impair verticality.
The support assembly comprises motion actuators, e.g. hydraulic or mechanic motion actuators, which are configured for causing movement of the pile holder relative to the hull. Thus by controlling the motion actuators the pile holder may be moved in the horizontal plane relative to the hull. As explained herein, this also allows for synchronizing motion of the pile holder in the phase of gripping of the monopile suspended from the crane. The motion actuators are controlled by a motion control unit, e.g. including a processor, that provides control signals for the motion actuators.
The installation vessel further comprises a monitoring system that is configured to—in a gripping phase wherein the monopile is suspended from the crane and is to be gripped by the pile holder—monitor a position and a movement of the suspended monopile in the horizontal plane relative to the pile holder. The monitoring system, for example, comprises a number of sensors for determining the position and movement. These one or more sensors may just detect position/distance, with the movement being determined on the basis of multiple determinations of position/distance over time by these one or more sensors. These one or more sensors are, preferably, provided on the pile holder. In another embodiment, the monitoring system may comprise one or more sensors that are provided on the support assembly or on the hull and the position and movement relative to the pile holder are determined taking known movement relative to the hull of the vessel into account. In yet another embodiment, the one or more sensors are provided on the monopile, e.g. inertia-based sensors, and/or one or more sensors on a lifting tool that is suspended from the crane and securely holds the top end of the monopile. For example, in order to determine movement of the monopile the monitoring system determines a position of the monopile at multiple times, e.g. at fixed time intervals, and relates a change in position of the monopile to a movement of the monopile. For example, the monitoring system is configured to determine a position and a movement of the monopile with a frequency above 20 Hz, preferably above 40 Hz, for example with 50 Hz.
The monitoring system is configured to provide signals representative of the monitored position and movement of the monopile relative to the pile holder to the motion control unit. This allows the motion control unit to control the motion actuators, and thus movement of the pile holder, based on the monitored position and movement of the monopile.
The method according to the invention, making use of the installation vessel, comprises operating the motion actuators, by the motion control unit, to synchronize a movement of the pile holder relative to the hull with a movement of the monopile based on the provided signals. By synchronizing movement of the pile holder with movement of the monopile, relative movement between the pile holder and the monopile may be controlled, possibly minimized or even eliminated ahead of the actual gripping of the monopile by the pile holder. For example, if the movement of the pile holder is synchronized perfectly with a movement of the monopile there may be no relative movement between the pile holder and the monopile at the actual gripping stage. For example, the synchronization may not be perfect and a small relative movement between the monopile and the pile holder may persist. The relative movement between the pile holder and the monopile is, when the movements are synchronized, smaller than the relative movement between the pile holder and the hull of the vessel. For example, a movement of the pile holder may only be synchronized in a single direction, e.g. an x-direction, with a movement of the monopile and not be synchronized in another direction, e.g. a y-direction.
The motion actuators are operated to align a center of the pile holder with a central axis of the monopile by the motion control unit. For example, a movement of the pile holder in a direction towards the monopile may not be synchronized with a movement of the monopile, but rather a small relative movement of the pile holder towards the monopile may be caused to allow aligning, while simultaneously a movement of the pile holder in a perpendicular direction is synchronized with a movement of the monopile. This allows controlled aligning of the center of the pile holder with the central axis of the monopile, which allows gripping of the monopile with a reduced risk of impact.
In the approach of the invention, the pile holder active positions itself relative to the suspended monopile, which avoids or at least reduces the change of undue contact forces during the engagement. For example, application of the invention allows for a relatively smaller (e.g. in view of diameter) and/or lighter design of the pile holding device than in the prior art approach. For example, the potential to reduce size and/or weight of the pile holder may also translate into lower power requirements for its operation during landing and pile driving of the monopile.
In practice, the suspended monopile need not have a (significant) pendulum motion prior to the gripping phase, e.g. as the hull is not in floating condition, e.g. as the vessel is a jack-up vessel. Yet, even with a jack-up vessel some pendulum motion of the suspended monopile may occur. For example, wind forces and/or crane motion (e.g. slewing) may induce some pendulum motion of the suspended monopile. Even when no or little pendulum motion is exhibited by the suspended monopile, the invention will be advantageous. For example, (slight) inaccuracies of the relative path of the monopile and the pile holder leading up to and/or during the gripping phase can be dealt with using the invention.
In particular, when the vessel is in floating condition, e.g. embodied as a monohull vessel or a semi-submersible vessel sea state induced vessel motion may lead to pendulum motion of the suspended monopile prior to, and possibly during the gripping phase. In these circumstances the invention may be employed to deal with the pendulum motion of the massive monopile, by actively positioning the pile holder during the process of gripping the monopile.
Monitoring of the motion of the monopile suspended from the crane, during and preferably also ahead of the gripping phase, may be done with a motion sensing system, e.g. contactless, e.g. based on one or more camera's, and/or based on one or more inertia-based motion sensors. The one or more sensors of the motion sensing system may be mounted on the motion compensating pile holding device, e.g. on the pile holder thereof. The one or more sensors of the motion sensing system may, alternatively or also, be mounted elsewhere, e.g. on the hull of the vessel, on the crane, or (temporarily) on the monopile. The one or more sensors may also be provided on a lifting tool, in this case the position of the pile is determined by determining the position of the lifting tool with respect to the pile holder.
The sensors may be provided on the pile holder, e.g. on a ring of the pile holder, or below the pile holder, e.g. on a part of the support assembly, e.g. a part that is connected directly to the pile holder ring and moves in unison therewith. The sensors may, yet not preferred, also be provided on the hull, e.g. on the deck, of the vessel.
During the gripping phase, when the center of the pile holder is aligned with a central axis of the monopile, a lower end of the monopile may be situated below the pile holder and an upper end of the monopile may be situated above the pile holder.
In embodiments, the step of synchronizing the movement of the pile holder with the movement of the monopile comprises:
When the pile holder is synchronized in motion with the suspended monopile, and the centres of the monopile and the pile holder are aligned, the pile engaging devices may be engaged with the monopile, e.g. preceded by a closing of the pile holder about the monopile.
In embodiments, the monitoring system further comprises one or more sensors for providing actual data related to one or more of: vessel motion, vessel position, operation of a dynamic positioning system, vessel stability, operation of a ballast system of the vessel, and wherein the method further comprises:
In embodiments, the method further comprises:
In embodiments, the monitoring system comprises one or more distance sensors, e.g. provided on the pile holder, for measuring the position, and preferably the movement, of the monopile relative to the pile holder. This allows for efficient measuring of the position of the monopile relative to the pile holder. Additionally, taking multiple measurements of the position of the monopile during a time period allows to determine a movement of the monopile relative to the pile holder based on the measurements of the distance sensors. The one or more distance sensors may be embodied as line sensors that measure a distance to the monopile over a line, e.g. the line being in the horizontal plane wherein the pile holder moves. For example, the one or more sensor are based on laser measurement, e.g. a laser making a projection on the monopile, and a camera detecting the projection on the monopile, a processor making suitable calculations based on the detected projection(s). The provision of line sensors and/or laser based measurements allows to accurately determine a distance of the pile holder to the monopile.
In a further embodiment, the monitoring system comprises two or more distance sensors, e.g. that are each provided on the pile holder, wherein the distance sensors are provided spatially separated from each other, e.g. on the pile holder, and wherein two or more of the distance sensors may have overlapping field of views, e.g. wherein the field of view of each of the distance comprises the center of the pile holder. For example, by providing two distance sensors that are separated in the horizontal plane, e.g. around a center of the pile holder, measurements of the monopile may be more precise. For example, by providing two distance sensors that are separated in a direction perpendicular to the horizontal plane, measurements of the monopile are less influenced by secondary steel effects, e.g. shadow effects. For example, four sensors are provided, two sensors may be provided at a first height on the pile holder and two sensors may be provided at a second height of the pile holder, different from the first height. The distance sensors at each height may further be provided at different angles to each other, so having non-parallel fields-of-view. Providing four sensors allows a reliable triangulation of the position of the monopile even when one of the sensors provides inaccurate data, e.g. due to shadow effects, a malfunction, or a blocked field of view. By allowing the center of the pile holder to be in the field of view, the sensors may determine the distance to the pile holder as the central axis of the pile holder is aligned with the center of the pile holder.
Preferably, the one or more distance sensors have a distance resolution below 1 cm, more preferably below 5 mm, e.g. below 3 mm. Preferably, the distance sensors allow distance measurements at a distance of more than 50 meters, e.g. at a distance of more than 80 meters, of dark surfaces, e.g. with a remission of 10%. Preferably, the distance sensors allow distance measurements at a distance of more than 100 meters, e.g. at a distance of more than 200 meters, of light surfaces, e.g. with a remission of more than 80%.
In an embodiment, the support assembly comprises one or more horizontal hull mounted rails mounted on the hull of the vessel, e.g. on a deck thereof, e.g. X-rails extending horizontally and in a longitudinal direction of the hull of the vessel, wherein a subframe is movable over said one or more hull mounted rails, wherein one or more subframe mounted rails are mounted on said subframe and perpendicular to the hull mounted rails, e.g. one or more Y-rails extending horizontally and in transverse direction of the hull of the vessel, wherein a support frame is movable over said subframe mounted rails, and wherein the pile holder is mounted on the support frame, wherein controllable motion actuators of the support assembly are configured to move said subframe over the hull mounted rails and to move the support frame over the subframe mounted rails. For example, this is a practical embodiment of allowing the pile holder to move in the horizontal plane and, e.g. to allow synchronization of movement in the x-direction and in the y-direction.
The invention is further related to an installation vessel for installation of a monopile adapted to support an offshore wind turbine according to claim 8.
In embodiments of the vessel, the motion control unit is configured to operate the motion actuators to first synchronize a movement of the pile holder with a movement of the monopile in a first or x-direction, and subsequently to operate the motion actuators to synchronize a movement of the pile holder with a movement of the monopile in a second or y-direction, wherein the y-direction is perpendicular to the x-direction. For example, the x-direction is along the length of the vessel and the y-direction is transverse to the vessel.
In embodiments of the vessel, the monitoring system further comprises one or more sensors for providing actual data related to one or more of: vessel motion, vessel position, operation of a dynamic positioning system, vessel stability, operation of a ballast system of the vessel, and wherein the monitoring system is configured to provide the signals from the one or more additional sensors to the motion control unit.
In embodiments of the vessel, the crane is configured to move, e.g. swerve, the suspended monopile towards the pile holder for gripping the monopile by the pile holder.
In embodiments of the vessel, the monitoring system comprises one or more distance sensors, e.g. that are provided on the pile holder, for measuring the position, and preferably the movement, of the monopile relative to the pile holder.
In embodiments of the vessel, the monitoring system comprises two or more distance sensors, e.g. that are each provided on the pile holder, wherein the distance sensors are provided separated from each other, e.g. on the pile holder, and wherein two or more of the distance sensors have overlapping field of views, e.g. wherein the field of view of each of the distance comprises the center of the pile holder.
In embodiments of the vessel, the support assembly comprises one or more horizontal hull mounted rails mounted on the hull of the vessel, e.g. on a deck thereof, e.g. X-rails extending horizontally and in a longitudinal direction of the hull of the vessel, wherein a subframe is movable over said one or more hull mounted rails, wherein one or more subframe mounted rails are mounted on said subframe and perpendicular to the hull mounted rails, e.g. one or more Y-rails extending horizontally and in transverse direction of the hull of the vessel, wherein a support frame is movable over said subframe mounted rails, and wherein the pile holder is mounted on the support frame, wherein controllable motion actuators of the support assembly are configured to move said subframe over the hull mounted rails and to move the support frame over the subframe mounted rails.
As is known in the art, in embodiments, the pile holding device may lack a tilt functionality. Possibly, the pile holder is merely tiltable relative to the support assembly in view of obtaining a transport or docking mode.
In an embodiment, the vessel is equipped with one or more sensors configured to provide actual data related to one or more of: vessel motion, vessel position, operation of the dynamic positioning system, vessel stability, operation of the ballast system, wherein the positioning of the pile holder during the engagement phase is also controlled/fine tuned on the basis of signals from these one or more sensors.
The pile holding device may comprise, as is known in the art, a ring, or just has a single ring, that is provided with multiple pile engaging devices that are distributed about the circumference of the respective ring, e.g. each pile engaging device comprising one or more pile guiding rollers that are positionable radially relative to the ring, wherein the ring comprises a ring base and one or more movable jaws, e.g. two semi-circular jaws, each jaw being movable between a closed position and an opened position. In the closed position the respective ring may form a closed annulus. The pile holder, preferably, has a single ring.
The present invention also relates to a method for installation of a monopile adapted to support an offshore wind turbine, wherein use is made of an installation vessel comprising:
In embodiments, monitoring of the motion of the monopile suspended from the crane, during and preferably also ahead of the engagement phase, is done with a motion sensing system, e.g. contactless, e.g. based on one or more camera's, one or more inertia-based motion sensors.
In embodiments, the positioning of the pile holder during the engagement phase is controlled on the basis of signals from one or more sensors providing actual data related to one or more of: vessel motion, vessel position, operation of the dynamic positioning system, vessel stability, operation of the ballast system.
The present invention also relates to an installation vessel configured for installation of a monopile adapted to support an offshore wind turbine, wherein the installation vessel comprises:
The invention will now be explained with reference to the drawings. In the drawings:
In this embodiment, the vessel VE is a monohull vessel, but alternatively, the vessel VE could be a semi-submersible.
In a non-shown embodiment, the vessel VE is a jack-up type vessel in which legs can be lowered into the water to lift the vessel at least partially out of the water so that waves have a limited or minimal effect on the vessel. The vessel can then e.g. be used in floating condition when the weather and wave conditions are good and can be used in jack-up condition when the weather and wave conditions are bad.
The pile holding device 1 is, in this embodiment, arranged at a longitudinal side of the vessel, in this embodiment the starboard side of the vessel VE, to hold the pile PI outside the contour of the vessel VE at a starboard side seen from above. Alternatively, the pile holding device 1 may be arranged at a stem of the vessel to hold a monopile PI outside the contour of the vessel at a stem side of the vessel seen from above.
In this embodiment, the crane CR is arranged next to the pile holding device 1. The crane CR is configured to handle a monopile PI, wherein handling may include any of lifting a monopile PI from its storage location, upending the monopile PI, positioning the pile PI relative to the pile holding device 1, and lowering the monopile PI to the sea floor. A monopile PI may be gripped by the pile holder device 1 when the monopile PI is suspended by the crane CR.
In case the pile holding device 1 and crane CR are arranged at the stem of the vessel, it is preferred that the crane is arranged in line with a centre of gravity of the vessel VE and the pile holding device 1 is arranged next to the crane. In such a case, it is preferred that the storage location for the pile driving mechanism is at a side of the crane CR opposite to the side where the pile holding device is arranged.
The vessel VE may also comprise deck space to store other equipment, e.g. pile extensions PX (also called transition pieces) that are configured to be connected to a free upper end of a pile PI and that are configured to support a mast of an offshore wind turbine.
As can be seen in
In the embodiment shown, the support assembly 2 comprises two horizontal hull mounted rails 7 mounted on the hull HU of the vessel VE, e.g. on the deck DE thereof. The hull mounted rails 7 are X-rails extending horizontally along the hull HU of the vessel VE. A subframe 8 is movable over said the hull mounted rails 7 and one subframe mounted rail 9 is mounted on said subframe 8 and perpendicular to the hull mounted rails 7. Further, a support frame 10 is movable over said subframe mounted rails 9. The pile holder PH is mounted on the support frame 10. The motion actuators 3 of the support assembly 2 are configured to move said subframe 8 over the hull mounted rails 7 and to move the support frame 10 over the subframe mounted rails 9. This allows the pile holder PH to move in an x-direction along the hull mounted rails 7 and independently in a y-direction along the subframe mounted rails 9. This configuration allows his to separate the synchronization of the movement of the pile holder PH with the monopile PI to be performed in two steps. It further allows to keep the synchronization in the x-direction while slightly deviating from the synchronization in the y-direction when aligning the pile holder PH with the monopile PI.
The embodiment of the support assembly 2 shown allows the pile holder PH to move in a horizontal plane relative to and independent of the support assembly 2 mounted on the hull HU. Other embodiments of the support assembly 2 may allow the pile holder PH to move in the horizontal plane and are part of the invention.
The support assembly comprises motion actuators 3 which in the figure are provided near the hull mounted rails 7 and the subframe mounted rails 9 to drive the support assembly 2 over the rails.
The pile holder PH of
The motion actuators 3 are configured for causing movement of the pile holder PH relative to the hull (HU). By controlling the motion actuators 3 the pile holder PH is movable in the horizontal plane relative to the hull HU. As will be explained herein, this mobility may allow for providing a synchronisation of a motion of the pile holder PH with the monopile that is suspended from the crane during a gripping phase.
The motion actuators 3 are controlled by a motion control unit 4, e.g. a processor, that provides control signals for the motion actuators 3. The motion control unit 4 in the figure is mounted on the support assembly 2. In embodiments, the motion control unit 4 may be provided on another location of the vessel VE, e.g. on a bridge of the vessel VE.
The pile holding device 1 further comprises a monitoring system 5 which in the figure is provided on the support assembly 2.
In embodiments, the monitoring system may be provided on the pile holder PH or on any other suitable location. For example, a first sensor of the monitoring system 5 may be provided on the first yaw Y1, a second sensor may be provided on the second yaw Y2 and a third sensor may be provided on the base structure BS.
In another example, one or more sensors of the monitoring system 5 may be provided on the support assembly 2 instead of on the pile holder PH, e.g. on the part thereof which is attached directly to the pile holder and moves in unison with the pile holder.
The monitoring system 5 is configured to—in a gripping phase wherein the monopile PI is suspended from the crane CR and is to be gripped by the pile holder PH—monitor a position and a movement of the suspended monopile PI in the horizontal plane relative to the pile holder PH.
The monitoring system 5, for example, comprises a number of sensors 6 for determining the position and movement that are provided on the pile holder PH as shown in
In the shown embodiment, the monitoring system 5 comprises sensors that are provided on the support assembly 2. For example, in order to determine movement of the monopile PI the monitoring system 5 determines a position of the monopile PI at multiple times, e.g. at fixed time intervals, and relates a change in position of the monopile PI to a movement of the monopile PI. For example, the monitoring system 5 is configured to determine a position and a movement of the monopile PI with a frequency above 20 Hz, preferably above 40 Hz, for example with 50 Hz.
The monitoring system 5 is configured to provide signals representative of the monitored position and movement of the monopile relative to the pile holder PI to the motion control unit 4. This allows the motion control unit 4 to control the motion actuators, and thus movement of the pile holder PH, based on the monitored position and movement of the monopile. As mentioned above the motion control unit 4 may be provided on any suitable location on the vessel VE.
In embodiments the motion control unit 4 adjacent to the monitoring system 5, e.g. adjacent a central processor of the monitoring system 5. In other embodiments, the motion control unit 4 is located adjacent to the motion actuators 3.
In this embodiment, the base structure BS for surrounding the monopile, first yaw Y1 and second yaw Y2 are similar in size, i.e. they all extend along a 120 degree arc-shaped trajectory to from a circular segment. This can be best seen in
In the open position, the monopile PI is allowed to move from and to the pile holder PI in a lateral direction, i.e. the lateral direction is in the horizontal plane wherein the pile holder moves.
Four distance sensors 6 of the monitoring system 5 are provided on the base structure BS of the pile holder PH for monitoring a position and a movement of a monopile PI relative to the pile holder PH. This allows for efficient measuring of the position of the monopile PI relative to the pile holder PH. For example, taking multiple measurements of the position of the monopile PI during a time period allows to determine a movement of the monopile PI relative to the pile holder PH based on the measurements of the distance sensors 6. The distance sensors 6 have overlapping fields of view.
The distance sensors 6, in this embodiment, are line sensors 6 that measure a distance to the monopile PI over a line, e.g. the line being in the horizontal plane wherein the pile holder PH moves. This allows to more accurately determine a distance of the pile holder PH to the monopile PI.
The distance sensors 6 are provided separated from each other on the pile holder PH. For example, distance sensors are mounted with non-parallel, e.g. perpendicular, field-of-views towards the center of the pile holder. For example, two sensors are provided at either end of the base structure BS at different heights thereof.
The four distance sensors 6 allow for a reliable triangulation of the position of the monopile PI even when one of the sensors 6 provides inaccurate data, e.g. due to shadow effects, a malfunction, or a blocked field of view. By allowing the center of the pile holder PH to be in the field of view, the distance sensors 6 may determine the distance to the pile holder PH as the central axis of the pile holder is aligned with the center of the pile holder. An advantage of providing the distance sensors 6 on the base structure BS over providing them on the yaws Y1, Y2 is that the field of view of the distance sensors 6 does not change when the pile holder PH is either in the open configuration or the closed configuration.
Preferably, the distance sensors 6 provide have a distance resolution below 1 cm, more preferably below 5 mm, e.g. below 3 mm. Preferably, the distance sensors 6 allow distance measurements at a distance of more than 50 meters, e.g. at a distance of more than 80 meters, of dark surfaces, e.g. with a remission of 10%. Preferably, the distance sensors 6 allow distance measurements at a distance of more than 100 meters, e.g. at a distance of more than 200 meters, of light surfaces, e.g. with a remission of more than 80%.
The
The vessel 400 comprises a hull 401, a crane 450 mounted on the hull, and a motion compensating pile holding device 500.
The vessel 400 is configured to store one or more, preferably multiple, monopiles 410 in horizontal orientation, e.g. on deck, e.g. supported by dedicated support structures. As shown the monopiles 410 can be stored transverse to the longitudinal axis of the hull, yet storage parallel to said axis is preferred.
The device 500 comprises:
The motion compensating support assembly 510 is shown only highly schematically as the skilled person is familiar with various embodiments thereof. Generally, the assembly 510 comprises controllable motion actuators and an associated motion control unit 530 configured for position control of the monopile 410 during landing of the pile on the seabed and/or control of verticality of the monopile 410 during driving of the monopile into the seabed so as to compensate for vessel motion.
The
The vessel 400 is equipped with an upending tool 600 that is distinct from the pile holding device 500, e.g. embodied to engage on the lower end portion of the monopile while still horizontal. The tool 600 supports the lower end during upending as the upper end of the monopile 410 is lifted by the crane 450.
The vessel 400 is configured to perform, here with the hull 401 of the vessel in floating condition, a method comprising:
The vessel 400 is provided with a monitoring system that is configured to monitor—during the phase of bringing the suspended monopile 410, e.g. the lower end portion thereof, into engagement with the pile holder 510—the motion, e.g. pendulum motion, of the monopile 410.
The monitoring system provides signals representative of actual position and/or motion of the monopile 410. The monitoring system is linked to the motion control unit 530 so that these signals are supplied to the motion control unit 530. The motion control unit 530 is configured to govern during the engagement phase the controllable motion actuators of the device 500 in order to actively position the pile holder 520 with respect to the suspended monopile 410.
As discussed, the monopile 410 may exhibit a pendulum motion ahead of and during the engagement phase. For example, sea state induced vessel motion and/or wind forces and/or crane motion (e.g. slewing) cause a pendulum motion of the monopile 410.
Due to the monitoring and associated active positioning of the pile holder 520 relative to the (moving) monopile, any contact during engagement will not lead to excessive loads and potential damage. The motion compensating support assembly is used to provide the desired active positioning of the holder 520.
The monopile 410 may be stabbed from above into the pile holder, e.g. embodied with a ring and pie guiding devices. In another approach, the pile holder is opened laterally, so that the monopile is laterally introduced into the pile holder, e.g. by slewing of the crane 450.
In an embodiment, the monitoring system comprises a motion sensing system, e.g. contactless, e.g. based on one or more camera's 550, one or mere inertia-based motion sensors.
In an embodiment, the vessel 400 is equipped with one or more sensors configured to provide actual data related to one or more of: vessel motion, vessel position, operation of the dynamic positioning system, vessel stability, operation of the ballast system. In embodiments, the positioning of the pile holder 520 during the engagement phase is also controlled on the basis of signals from these vessel related sensors.
In an embodiment, the vessel 400 is equipped with a wave prediction system, e.g. radar based. For example, a suitable time window for the engagement phase is determined or checked on the basis of the wave prediction.
| Number | Date | Country | Kind |
|---|---|---|---|
| 2029539 | Oct 2021 | NL | national |
| 2030204 | Dec 2021 | NL | national |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/EP2022/078698 | 10/14/2022 | WO |
