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
  • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B77/00—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms
  • B63B77/10—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms specially adapted for electric power plants, e.g. wind turbines or tidal turbine generators
• • 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
  • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
  • B63B2035/4433—Floating structures carrying electric power plants
  • B63B2035/446—Floating structures carrying electric power plants for converting wind energy into electric energy
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B2241/00—Design characteristics
  • B63B2241/02—Design characterised by particular shapes
  • B63B2241/04—Design characterised by particular shapes by particular cross sections
  • B63B2241/08—Design characterised by particular shapes by particular cross sections polygonal
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B2241/00—Design characteristics
  • B63B2241/02—Design characterised by particular shapes
  • B63B2241/10—Design characterised by particular shapes by particular three dimensional shapes
  • B63B2241/12—Design characterised by particular shapes by particular three dimensional shapes annular or toroidal
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
  • 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
  • F05B2240/00—Components
  • F05B2240/90—Mounting on supporting structures or systems
  • F05B2240/93—Mounting on supporting structures or systems on a structure floating on a liquid surface
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
  • 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
  • F05B2240/00—Components
  • F05B2240/90—Mounting on supporting structures or systems
  • F05B2240/95—Mounting on supporting structures or systems offshore
• • 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 invention relates to the general field of tensioning a hyperstatic system made up of two structures interconnected by tendons.
• an offshore wind turbine uses the energy of the wind to produce electricity through a turbine and an electric generator.
• stationary wind turbines which are located on the seabed (at shallow depths typically less than 50m)
• floating wind turbines which offer the advantage of being able to be built on land and anchored in areas where the depth of the seabed typically exceeds 50m.
• Floating wind turbines comprise a turbine generally formed by a motor with several rotating blades with a horizontal axis and an electric generator coupled to the motor, the motor and the generator being fixed to an upper end of a vertical mast (or pylon).
• the lower end of the mast is itself mounted on a floating support structure (or float).
• certain offshore wind turbines to which the invention applies comprise a floating support structure having a float intended to be partly submerged and on which a wind turbine mast is intended to be assembled, and a counterweight connected to the float by a plurality of retaining tendons and intended to be submerged under the float.
• each retaining tendon must resume in static the same voltage, i.e. a little more than the 6 th of the suspended weight (due to the driving of the retaining tendons angle which is not vertical).
• the object of the present invention is therefore to propose a method for putting under tension a hyperstatic system composed of two structures interconnected by tendons which makes it possible to guarantee that the calculated forces in the tendons are not exceeded during the lifting phase. .
• this object is achieved by virtue of a method of tensioning a hyperstatic system comprising two structures connected to one another, the method comprising successively:
• step a) consisting, by means of at least one non-adjustable tendon and at least one adjustable tendon formed of a tendon coupled to a jack in the initially retracted position, in connecting an upper structure resting on an upper support than a lower structure positioned below the upper structure while maintaining zero tension in the tendons;
• a step b) consisting in applying a force to the upper structure and / or the lower structure to tension each adjustable tendon and deploy their respective jack, the tension of each non-adjustable tendon remaining zero;
• step c) consisting in gradually increasing the force on the upper structure and / or the lower structure until the tension of each non-adjustable tendon reaches a threshold value resulting in a transfer of load from the lower structure to the upper structure so as to allow support of the lower structure by the upper structure.
• the method according to the invention is remarkable in that it makes it possible to distribute the load, as calculated, between the various retaining tendons in order to guarantee the correct tensions therein.
• the method according to the invention also makes it possible to overcome the problems of excessively strict manufacturing tolerance on the tendons but also on the upper and lower structures. It also allows the tension in each tendon to be imposed and then controlled during lifting.
• the method according to the invention makes it possible not to over-dimension the elements in order to overcome possible errors in manufacturing, measurement or assembly uncertainties. It also makes it possible to dispense with the monitoring of the tensions in the tendons insofar as it is possible to guarantee that after lifting, nothing will change over time.
• the method may include an additional step e) consisting in locking the jack of each adjustable tendon in position.
• the method can comprise another additional step e) consisting in recovering the jack of each adjustable tendon.
• each adjustable tendon has, when its jack is in the retracted position, a minimum length which is less than the length of each tendon. non-adjustable, and, when its cylinder is in the deployed position, a maximum length which is greater than that of each non-adjustable tendon.
• Step a) can advantageously be carried out by means of at least three non-adjustable tendons so as to allow isostatic support of the lower structure, the threshold value of the non-adjustable tendons being a predefined value.
• Step b) can be carried out by applying a lifting force to the upper structure relative to the lower structure, the latter taking off from its lower support as soon as the tension of the non-adjustable tendons reaches the threshold value during the 'step c).
• the lifting force of step b) can be applied by means of an external crane or by de-ballasting the upper structure which will have been initially submerged and ballasted.
• the lower structure may initially rest on a fixed lower support which is formed by the seabed or by a fixed stool resting on the seabed.
• Step b) can be carried out by applying a force to lower the lower structure under the upper structure.
• the lower structure may initially rest on a movable lower support which is formed by a stool mounted on jacks or by a submersible floating support structure or by an attachment system of a lifting crane.
• Another subject of the invention is the application of the method as defined above to the lifting of the structure of a float for an offshore wind turbine, in particular to the lifting of a hexagonal or octagonal structure of a float for an offshore wind turbine.
• a further subject of the invention is a system for tensioning a hyperstatic system comprising two structures connected to one another, the system comprising:
• each adjustable tendon can be a cylinder controlled in predetermined pressure, preferably using a hydraulic unit or a large volume pressure accumulator or a pressure limiter or a preloaded spring. of low stiffness.
• Each adjustable tendon may have, when its ram is in the retracted position, a minimum length which is less than the length of each non-adjustable tendon, and, when its ram is in the deployed position, a maximum length which is greater than that of each tendon. not adjustable.
• FIG. 1 is a schematic view of an example of an initial step of the tensioning method according to the invention.
• FIG. 2 is a diagram of step a) consisting in connecting the upper structure to the lower structure positioned below the upper structure in accordance with the method according to the invention.
• FIG. 3 is a diagram of step b) consisting in applying a force to the upper structure and / or the lower structure in accordance with the method according to the invention.
• FIG. 4 is a diagram of step c) consisting in gradually increasing the force on the upper structure and / or the lower structure in accordance with the method according to the invention.
• FIG. 5 shows schematically an additional step consisting in removing the upper structure and locking the adjustable tendons.
• FIG. 6 shows diagrammatically another additional step then consisting in recovering the jack of each adjustable tendon.
• FIGS. 7A to 7C schematically represent different steps of an example of application of the method according to the invention to the lifting of a hexagonal structure of a float for an offshore wind turbine.
• the invention applies to the tensioning of any hyperstatic system comprising two structures connected to one another, and more precisely comprising an upper structure and a lower structure positioned below the upper structure.
• Figures 1 to 6 schematically illustrate the different steps of the tensioning method according to the invention applied to a hyperstatic system 1 at least partly submerged at sea.
• FIG. 1 thus represents the initial step a) of the method consisting in connecting an upper structure 2 of the hyperstatic system 1 to a lower structure 4 of the hyperstatic system positioned below the upper structure by means of tendons 6, 8.
• the upper structure 2 rests on an upper support 10 and the lower structure 4 can rest on a lower support 12, these supports being able to be fixed or mobile.
• the lower support 12 can for example be formed by the seabed or by a fixed stool resting on the seabed.
• the lower support 12 can for example be formed by a stool mounted on jacks or by a submersible floating support structure or even by the attachment system of a lifting crane.
• the lower structure 4 does not rest on any support and has a variable weight (for example by ballasting or deballasting) in order to control its descent towards the seabed.
• the upper support 10 when it is fixed, it can be formed by the simple push of Archimedes (the upper structure then being partially submerged and floating). When mobile, this upper support can be formed by the attachment system of a lifting crane.
• This initial step a) of the method is carried out by means of at least one non-adjustable tendon 6 and at least one adjustable tendon 8 (or “fixed” tendon) each connecting the lower structure 4 to the upper structure 2 (on the left).
• each adjustable tendon 8 is connected to the rod of a jack 8a assembled on the upper structure 2 to form an adjustable tendon within the meaning of the invention.
• the non-adjustable tendons 6 and the adjustable tendons 8 are in a relaxed state (i.e. the tension of each tendon is zero).
• the cylinders 8a of the adjustable tendons are in abutment in the retracted position.
• the next step b) of the tensioning method according to the invention (see FIG. 3) consists in applying a force to the upper structure 2 and / or the lower structure 4 to tension each adjustable tendon and deploy their jack. respective, the tension of each non-adjustable tendon remaining zero.
• This effort consists of an effort to move the structures 2, 4 away from each other, that is to say to increase the distance d between them.
• This force can thus consist of a lifting force of the upper structure 2 relative to the lower structure 4 (for example by means of an external lifting crane or by de-ballasting the upper structure which will have been initially submerged and ballasted) .
• this force can consist of a lowering force of the lower structure 4 under the upper structure 2 (for example by lowering the lower structure by means of a stool mounted on jacks or by a submersible floating support structure on which the lower structure rests).
• step b) the adjustable tendons 8 are put under tension by this force, and the rods of the jacks 8a associated with these tendons are deployed.
• This step b) continues, preferably with constant force, as long as the tension in the non-adjustable tendons 6 remains zero.
• the lower structure 4 remains stationary on its lower support 12 because the resultant of the tensions of the adjustable tendons 8 is deliberately insufficient to lift it from its lower support.
• the next step c) of the tensioning method according to the invention (see FIG. 4) consists in progressively continuing to increase the force on the upper structure and / or the lower structure until the tension of each non-adjustable tendon 6 reaches a threshold value leading to a transfer of load from the lower structure 4 to the upper structure 2.
• the distance d_ 'separating the upper structure 2 from the lower structure 4 increases further until the non-adjustable tendons 6 stretch and their tension reaches a threshold value.
• a load transfer takes place from the lower structure 4 to the upper structure 2 so as to allow the lower structure to be supported by the upper structure.
• the lower structure 4 rises from its lower support 12 (shown diagrammatically by the distance e in FIG. 4) and is now fully suspended from the upper structure 2.
• the lower support 12 is an attachment system for a lifting crane or the lower structure does not rest on any support, then there is no detachment of the lower structure but a gradual and complete transfer. from the tension of the lower support towards the upper structure 2.
• step d) illustrated in FIG. 5 provision is made to lock the jack 8a of each adjustable tendon 8 in position.
• the lower structure 4 remains suspended from the upper structure 2 (its lower support having been removed if necessary), while the upper structure rests on its upper support 10.
• the upper end 8b of the adjustable tendons 8 is locked in position on the upper structure (an operation during which the tension in the adjustable tendons does not vary).
• the jacks 8a can then be depressurized, then disconnected from the adjustable tendons.
• the jacks are then deposited and recovered.
• the value of the tension in the non-adjustable tendons depends on several factors: arrangement of their point of connection on the lower structure in relation to the center of gravity of this one, number of non-adjustable tendons, and stiffness of the tendons. non-adjustable tendons.
• the structure of the float is a hexagonal-shaped structure as described in detail in publication WO 2019/106283.
• this float structure could have another shape, in particular polygonal, such as for example an octagonal shape.
• step a) of the tensioning process the structure of the float 2 (ie upper structure) is partially submerged in the sea and is connected to a counterweight 4 (ie lower structure) positioned under the structure of the float.
• connection between the structure of the float and the counterweight is here made by means of three non-adjustable tendons 6 and three adjustable tendons 8 each connected to a jack 8a, the tendons 6, 8 each being connected to one of the vertices of the hexagon by alternating adjustable tendon / non-adjustable tendon.
• Each adjustable tendon 8 here has the particularity of having, when its cylinder 8a is in the retracted position, a minimum length which is less than the length of each non-adjustable tendon 6, and, when its cylinder is in the deployed position, a maximum length which is greater than that of each non-adjustable tendon.
• T W / (nx cos (a)) where n is the total number of tendons 6, 8, W is the total weight of the counterweight 4 and all the tendons, and a is the angle of attack of the tendons adjustable from the vertical.
• step b) of the tensioning process illustrated by FIG. 7B is carried out by applying a lifting force to the structure float 2 relative to the counterweight 4 (for example by means of an external crane not shown in the figures).
• step b the distance d between the float structure 2 and the counterweight 4 increases and the tension of the non-adjustable tendons 6 remains zero.
• step c) the force on the float structure 2 is gradually increased until the tension of each non-adjustable tendon 6 reaches the predefined threshold value T mentioned above. -above.
• step b) can be applied by de-ballasting the float structure 2 which will have been initially submerged and ballasted.
• the lifting force of step b) can be applied by lowering the counterweight 4 under the float structure 2, for example by activating a stool mounted on jacks on which the counterweight initially rests or by a submersible floating support structure supporting the counterweight or by a lifting crane or by varying the weight of the counterweight.

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• Engineering & Computer Science (AREA)
• Chemical & Material Sciences (AREA)
• Combustion & Propulsion (AREA)
• Mechanical Engineering (AREA)
• Life Sciences & Earth Sciences (AREA)
• Sustainable Development (AREA)
• Sustainable Energy (AREA)
• Ocean & Marine Engineering (AREA)
• General Engineering & Computer Science (AREA)
• Transportation (AREA)
• Structural Engineering (AREA)
• Civil Engineering (AREA)
• Architecture (AREA)
• Wind Motors (AREA)
• Revetment (AREA)
• Tension Adjustment In Filamentary Materials (AREA)
• Buildings Adapted To Withstand Abnormal External Influences (AREA)
• Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
• Control Of Transmission Device (AREA)
• Electric Cable Installation (AREA)

Applications Claiming Priority (2)

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Family Cites Families (6)

• 2020
  • 2020-05-25 FR FR2005466A patent/FR3110540B1/fr active Active
• 2021
  • 2021-05-06 AU AU2021281590A patent/AU2021281590B2/en active Active
  • 2021-05-06 US US17/927,467 patent/US20230242223A1/en active Pending
  • 2021-05-06 WO PCT/FR2021/050781 patent/WO2021240089A1/fr active Application Filing
  • 2021-05-06 KR KR1020227039541A patent/KR20230002673A/ko not_active Application Discontinuation
  • 2021-05-06 MX MX2022014815A patent/MX2022014815A/es unknown
  • 2021-05-06 BR BR112022021507A patent/BR112022021507A2/pt unknown
  • 2021-05-06 EP EP21732434.2A patent/EP4158189A1/fr active Pending

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