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    • 专利摘要:
    Auxiliary floating system for the installation and/or transport of marine structures and procedure comprising said system. The invention relates to an auxiliary floating system (1) for the installation of a marine structure (2), said structure (2) comprising at least one essentially vertical shaft (4), wherein said auxiliary floating system (1) comprises: minus a floating element (5) that remains semi-submerged throughout the installation process of said marine structure (2); at least one coupling structure (7) connected to said floating element (5); and guiding elements (9) fixed to said coupling structure (7) and in sliding contact with the shaft (4). Advantageously, said sliding contact between the auxiliary floating system (1) and the shaft (4) is such that an essentially vertical relative movement between said auxiliary floating system (1) and said shaft (4) is allowed, so that throughout of the installation process of said marine structure (2), it descends sinking while the auxiliary floating system (1) is maintained essentially at the same elevation on the surface. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2642177A1
    申请号:ES201630627
    申请日:2016-05-13
    公开日:2017-11-15
    发明作者:José Salustiano SERNA GARCÍA-CONDE；Miguel Ángel Fernández Gómez
    申请人:Esteyco SAP；
    IPC主号:
    专利说明:

    AUXILIARY FLOATING SYSTEM FOR INSTALLATION AND THE TRANSPORT OF MARINE STRUCTURES AND PROCEDURE THAT INCLUDES SUCH SYSTEM
    FIELD OF THE INVENTION
    The present invention relates to an auxiliary floating system for the installation of foundations and / or marine towers, for example for the installation of offshore concrete telescopic wind towers. The main sector of application of the invention is the civil construction industry and, especially, the assembly of towers and / or foundations, in combination with the renewable or green energy industry, more specifically marine wind energy.
    BACKGROUND OF THE INVENTION
    In the marine civil construction sector, the use of auxiliary floating structures or vessels is known, in order to carry out the installation and / or transport of heavy and / or bulky offshore structures, as is the case of foundations and The offshore wind towers. The vast majority of these auxiliary structures consist of large barges or ships of special characteristics intended for this type of operations, whose use usually has an extremely high cost along with a very low availability, and can also act only under meteorological conditions Very specific favorable.
    As an example, patent application EP 2597027 A1 describes a system comprising a floating structure and a work boat, where the floating structure comprises a section equipped with a projection, so that it can fit into the fastener that is part of said ship . Once the floating structure is connected to the work boat, installation or maintenance tasks can be performed. The problem of this invention is that, in addition to its high cost of use and the limited availability of a ship of these characteristics, the floating structure is fixed with the fastening means, making it difficult or impossible in certain conditions to install it.
    It is also known the existence of different types of barges with a space intended to house the marine structure, more specifically the offshore wind tower to be transported and / or installed. Most of them are "U" shaped, or consist of two parallel structures joined by fixed metal beams, such as that described in patent application WO 2010028762 A 1. These solutions still have the main problem of their large dimensions and the consequent high cost of auxiliary flotation structures, together with the need for a specific design for each of them depending on the type of wind tower, as happens for example in the barge described in EP 2905217 A1. In addition, these types of solutions are generally associated with lifting elements or vertical connection whereby the auxiliary floating element supports at least part of the weight of the auxiliary structure. These types of elements, together with the corresponding connection and disconnection processes, reduce the efficiency and economy of these solutions.
    Many of the offshore positioning or transport systems of large structures additionally comprise the use of large extendable vertical metal pillars, intended to rest on the seabed during the installation period, such as the systems described in WO patent applications 2008071861 A1 AND WO 2009153530 A1, which further elevates the total cost of such positioning or transport.
    On the other hand, systems such as the one described in patent application GB 2501459 A, especially designed for the transport and installation of marine jacket-like platforms, are also known. However, these systems are generally applied to non-self-floating structures and, therefore, need the use of two auxiliary elements or structures for their operation, one of them being designed to provide buoyancy to the structure, and the other to improve its stability. . Likewise, the system described in said application comprises a plurality of connection elements (clamps, pre-installed supports, etc.) between the main structure and the auxiliary floating structures, where said connection is made rigidly and fixedly transmitting, consequently, Vertical floating support forces to the main structure, thus contributing to its buoyancy. Although this approach is necessary for the transport and installation of non-floating structures (such as GB 2501459 A), it is inconvenient for the installation of self-floating structures, since it imposes the partial uninstallation or removal of the floating system prior to anchoring The main structure. This adds complexity and additional stages to the installation procedures, with the corresponding impact on working and maintenance times, as well as the associated costs.
    Finally, the application WO 2014073956 A1 describes a structure for the transport and installation of a fully assembled and erected wind tower, comprising mooring means, a housing area and a gate structure. In this case, the auxiliary floating structure is connected and fixed to the wind turbine substructure. Thus, although the complete set can move vertically for the installation and fastening of the wind turbine in its final position, this solution does not allow relative movement between the auxiliary floating structure and the wind tower, thus hindering the installation operation. Additionally, this type of structures is especially aimed at the installation and transport of fully assembled wind towers of the TLP (or "Tension Leg Platform ~) typology, making it impossible or enormously difficult to use it in other types of marine structures.
    The present invention is intended to solve the limitations and disadvantages of known systems of offshore installation and transportation of marine structures, by means of a novel auxiliary floating system for carrying out said operations, together with a procedure associated with said system.
    BRIEF DESCRIPTION OF THE INVENTION
    To solve the drawbacks of the state of the art described above, the present invention aims to provide an auxiliary floating system for the installation and transport of marine structures such as foundations and / or wind towers, said marine structures being provisionally or definitely floating, and where said system allows optimizing the mentioned transport and installation operations.
    Said object of the invention is preferably carried out by means of an auxiliary floating system for the installation and / or transport of an offshore marine structure, said marine structure being of the type comprising an essentially vertical shaft, wherein said auxiliary floating system comprises:
    - At least one floating element (two, three, or more of said elements may also be used). -At least, a coupling structure connected to said floating element and configured to engage the marine structure around its shaft.
    Advantageously, the auxiliary floating system of the invention further comprises one or more guiding elements fixed to said coupling structure that provide one or more sliding contact surfaces with said shaft; where said sliding contact between the guiding elements and the shaft of the marine structure is such that:
    - it allows an essentially free vertical relative movement between said auxiliary floating system and the shaft so that, if the marine structure descends sinking, the auxiliary floating system is maintained essentially at the same floating surface level; Y
    - it limits and / or prevents other relative movements between the auxiliary floating system and the shaft, both in relative horizontal movement and in relative rotation in rocking, pitching or yaw.
    The sliding contact between the base section (s) of the foundation and / or shaft of the marine structure and the guiding elements fixed to the coupling structure are key in the system of the invention. This characteristic, which differs from the current known solutions, allows the relative vertical movement between the marine structure and the auxiliary flotation system, so that the installation of the structure in its final position is facilitated. Thus, once the assembly has been transported to the final location, the structure can be anchored by ballasting it, without the need to carry out connection and disconnection work between the auxiliary floating system and the structure itself, greatly simplifying the work to be carried out inland. Likewise, the use of large anchoring vessels is avoided, greatly reducing the cost of installation and eliminating the bottleneck they entail.
    In a preferred embodiment of the invention, the guiding elements of the system have a plan arrangement around the shaft, such that the maximum plan angle formed by any pair of said guiding elements and the central axis of the shaft is equal to or lower. to three radians. This improves the efficiency in limiting the relative horizontal movement and relative turns between the auxiliary floating system and the marine structure being installed.
    In another preferred embodiment of the invention, the guiding elements have an elevation arrangement made at least two levels located at different height, the difference in elevation between the highest level and the lowest level of said levels being equal to greater than 1 m. In this way, the capacity of the auxiliary floating system is improved to limit in particular the relative turns of balancing or pitching, and the magnitude of the forces that must be transmitted between both structures for this purpose is reduced.
    In another preferred embodiment of the invention, the auxiliary floating system is applied to marine structures whose shaft has a cross section with essentially polygonal geometry. More preferably, in said application at least three of said guide elements are in contact with said shaft in the vicinity of the vertices of said essentially polygonal geometry. This allows the structure of the shaft to resist with greater efficiency and economy the forces that the auxiliary floating system transmits to the shaft, through the guiding elements, during the process of installing the marine structure.
    In another preferred embodiment of the invention, the coupling structure comprises at least one ring that completely surrounds the shaft of the marine structure. Said ring may be circular in shape, or have any other closed, curved or polygonal geometry. The guiding elements may preferably be arranged along said ring or rings.
    Alternatively or in addition, both the floating elements included in the auxiliary floating system and the coupling structure can be modular, so that the addition or subtraction of modules allows adjusting their dimensions, making it possible for the auxiliary floating system to be applied to a plurality of marine structures of different characteristics and / or dimensions minimizing additional cost overrun.
    Preferably, the coupling structure comprises a support element (which may or may not also serve as a guiding element) on the marine structure (for example, on the tower shaft) and one or more moving elements that close on said structure. For this, the mobile elements comprise all or a part of the closing subsystem, which allows the complete structure to be closed on the marine structure, for example by performing the following steps:
    The floating system is approached in folded configuration, until the
    Support element contact the marine structure.
    One or more position maintenance means is applied (for example,
    a tugboat or a system of ends or winches), so that the
    contact between the support element and the marine structure is maintained at
    length of the coupling process.
    The moving elements of the coupling structure are moved to
    that it completely surrounds the marine structure.
    It acts on the closing element of the coupling structure, to
    set the floating system in its deployed or coupled configuration.
    The floating elements included in the auxiliary floating system are preferably ballast, so that their draft and / or weight can be varied. This feature allows the auxiliary floating system to be adapted to the needs of the whole. They can also be compartmentalized, which enables differential ballasting of different compartments. In addition, they can also comprise one or more lower gates at the bases of said elements as a means of adjusting their behavior, and in particular the damping and natural frequency of the assembly. A certain level of opening of a gate in the live work of the floating elements allows a controlled passage of water between the interior of said floating elements and the mass of water in which they are located. This allows regulating the buoyancy level of the set, as well as the effective inertia of the flotation planes. Thus, by adjusting the opening level of said gates, the behavior of the assembly can be easily varied. For example, opening the gates more reduces the natural period of balancing of the set, and closing them more increases. This allows to adapt to the conditions of the structure to be transported
    and / or to the methoceanic conditions, for a more efficient use of the invention. Said gates in the live work of the floating elements are preferably used when the floating element has a watertight compartment in its interior, so that the gate (s) allow the flow of water only in part of said compartments.
    The present invention enables a simpler and more efficient coupling and decoupling maneuver between the auxiliary floating system and the marine platform, an aspect of great relevance in its application for offshore wind towers, given the large number of installations to be carried out. For this, in another preferred embodiment of the invention, the auxiliary floating system comprises two or more floating elements and the coupling structure is an articulated structure, which connects at least two of said floating elements and comprising an opening and / or subsystem. closure to facilitate its placement and / or removal of the marine structure.
    Said opening and / or closing subsystem can be operated by different elements known in the art, such as extendable hydraulic arms that join different parts of the coupling structure or different floating elements. You can also use cables and / or winches that allow traction on and / or between different parts of the coupling structure or its floating elements. Tug boats can also be used to pull or push different parts of the system to open or close the subsystem.
    Thanks to said opening and / or closing subsystem, the auxiliary flotation system can adopt both a deployed or closed configuration, with which it can be coupled to the marine structure, as a folded or open configuration, with which it can be coupled and / or decouple from the marine structure. Unlike other auxiliary structures, the auxiliary floating system object of the present invention can be transported and / or coupled in said folded or open configuration once the marine structure has already been installed in its final location, which facilitates operations to be said smaller or more compact configuration. In this sense, the floating elements included in said system may comprise one or more defenses, to prevent impacts between them during transport in folded configuration.
    In another preferred embodiment of the invention, at least one floating element comprises a submersible hydrodynamic damping plate, said plate being essentially horizontal and flat. These plates, also sometimes known as "heave plates", allow generating a hydrodynamic brake that limits and dampens the movements of the assembly formed by the marine structure and the auxiliary flotation system. They can also serve to conveniently adjust the natural periods of the system, by mobilizing added mass of water, in order to avoid
    or reduce the possible dynamic amplifications linked to the proximity of said natural periods to the periods of the acting swell.
    In another preferred embodiment of the invention, the floating elements comprise a draft and a freeboard equal to or greater than a given length (H), whose value essentially meets the ratio H = R-sin (or '), where (R) is the distance from the center of each floating element to the longitudinal axis of the shaft, and (or ') being the maximum angle of inclination of the foundation of the marine structure admitted or planned during its installation and / or transport. This ensures that, throughout the marine structure installation process, no floating element is completely submerged.
    or emerge completely.
    In another preferred embodiment of the invention, the auxiliary floating system comprises lifting means suitable for transporting equipment and / or personnel from or to the marine structure. Such means may comprise cranes of any type, lifting platforms, winches, elevators, forklifts and other lifting systems known in the art. Such means can be used, for example, to recover equipment located on the marine structure and used during its installation. Likewise, said means can be used for maintenance and / or service operations of the installed marine structure itself or of other equipment it houses, such as a wind turbine. Therefore, in said preferred embodiment, the auxiliary floating system is not only used as an auxiliary means for the installation of the marine structure, but can also be used as an auxiliary means for maintenance operations of said marine structure and / or of the equipment that can accommodate throughout its useful life. Said lifting means are preferably operated when the auxiliary flotation system is coupled to the shaft and the marine structure is already supported on the seabed, so that the movements of the system are limited, which facilitates the operation. Additionally, the lifting means can provide the important advantage of avoiding the need for large and expensive means or marine lifting vessels.
    Another object of the present invention relates to a procedure of installation and / or transport of marine structures, which eliminates the need for the use of large ships for the transport and / or installation of foundations and / or offshore wind towers, decreasing so very important the high costs that these procedures suppose, and providing some auxiliary structures of smaller dimensions that at the same time allow a greater operability of the whole.
    Said object is preferably realized by a procedure for the installation and / or transport of an offshore marine structure, said marine structure being of the type comprising an essentially vertical shaft, comprising the use of an auxiliary floating system according to any of the embodiments described in this document, and where at least the following steps are performed, in any technically possible order:
    - the auxiliary floating system is arranged around the marine structure;
    - optionally, the set connected by the auxiliary floating system and the marine structure is transported to its final offshore location; -the marine structure is anchored to its final depth; and - the auxiliary floating system of the marine structure is removed.
    In a preferred embodiment of the invention, the method further comprises partially anchoring the marine structure before the transport of the assembly formed by the auxiliary floating system and the marine structure to its final offshore location has been completed.
    In another preferred embodiment of the invention, the method is applied to a marine telescopic tower structure and further comprises partially or totally lifting said telescopic tower.
    In another preferred embodiment of the process of the invention, the step of installing the auxiliary floating system around the marine structure is carried out in port (it can also be performed in a bay, estuary or any inshore area near the coast that offers a greater level of protection than that of the open or offshore sea).
    In another preferred embodiment of the process of the invention, the auxiliary floating system has a modular folding structure where, after removing the auxiliary floating system from the marine structure, said auxiliary floating system is arranged in a folded configuration.
    In another preferred embodiment of the invention, the marine structure is self-stable in incomplete situation, while the complete marine structure is only self-stable together with the auxiliary flotation system itself.
    Finally, and by way of example, other objects of the present invention refer, in a non-limiting manner, to wind foundations, wind towers or wind turbines installed or transported by a method according to the embodiments described herein.
    As previously mentioned in previous paragraphs, the invention allows eliminating the dependence on the costly use of specific anchoring boats for the installation of marine structures, thus overcoming the bottlenecks they imply and achieving greater ease, economy and freedom. of operation in the transport and installation of the set.
    In addition, the system and method described in the present invention adequately increase the stability of the assembly during installation processes but allow, unlike the inventions of the prior art described above, the free vertical sliding of the foundation and / or tower wind power compared to the auxiliary floating system, facilitating its installation and allowing its ballasting and anchoring, maintaining and / or increasing the stability of the assembly until its complete installation.
    DESCRIPTION OF THE DRAWINGS
    The foregoing and other features and advantages will be more fully understood from the detailed description of the invention, as well as from the preferred embodiments referred to in the accompanying drawings, in which:
    Figure 1 illustrates a general view of the auxiliary floating system together with a marine structure to be installed in provisional situation.
    Figures 2a-2h show different embodiments of the auxiliary floating system of the invention and different stages of its unfolding / folding procedure.
    Figures 3a-3d represent different views of an embodiment of the opening and closing subsystem of the system of the invention.
    Figure 4 represents an embodiment of the system of the invention, applied a telescopic wind tower.
    Figure 5 illustrates an embodiment of the invention with the partially anchored wind tower and with a section of tower raised.
    Figure 6 shows a stage of the installation procedure with the auxiliary floating system using a tugboat.
    Figure 7 represents an embodiment of the invention with a wind tower with at least one polygonal section.
    Figures 8a-8e illustrates a procedure for the installation of foundations and / or offshore wind towers according to the present invention.
    Figure 9 shows a possible embodiment of a floating element5 comprised in the auxiliary floating system object of the present invention.
    Figure 10 shows different aspects of the arrangement of the elements of
    guided of the coupling structure, around a tower shaft, where
    shows the maximum floor angle formed by an adjoining couple of
    10 said guiding elements and the central axis of the shaft.
    Figure 11 shows a two-level configuration of the
    guiding elements of the coupling structure, indicating their difference
    of dimension between the highest level and the lowest level, as well as the draft and the
    15 freeboard of the floating elements.
    List of numerical references of the figures:
    (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16, 17) (18, 18 ', 18 ") (19) Auxiliary Floating System Marine structure Foundation. Shank. Floating elements. Sea level. Coupling structure Closing ring of the coupling structure. Guiding elements Opening and closing subsystem. Folding or system deployment actuators. Defenses Support element. Mobile closing elements. Joints Cooperating closing elements. Lace guides Guiding arms.
    (twenty) Pins
    (twenty-one ) Screwed Approach Joints
    (22, 22 ', 22 ") Telescopic modules
    (2. 3) Tug.
    (24) Seabed.
    (25) Compartments
    (26) Hydrodynamic damping plates.
    (27) Higher level of guided element arrangement. from
    (28) Lower level of guided element arrangement. from
    (29) Draft
    (30) Freeboard
    Detailed description of the invention
    A detailed description of the invention related to different preferred embodiments thereof, based on Figures 1-11 of this document, is set forth below. Said description is given for illustrative, but not limiting, purposes of the claimed invention.
    Figure 1 illustrates a general profile view of the auxiliary floating system (1) of the invention, together with a marine structure (2), which in this case comprises a foundation (3) and a tower or shaft (4). In this embodiment, the auxiliary floating system
    (1) comprises at least one floating element (5) (specifically, in the example of Figure 1, two of said elements (5 ') are shown. The auxiliary floating system (1) is
    15 attaches to the marine structure (2) during installation, foundation, anchoring or transportation. In the embodiment shown, a provisional phase of the installation process of the marine structure (2) is shown in which it is afloat and partially submerged below sea level (6).
    20 The floating elements (5) of the system (1) are connected to a coupling structure (7) which, preferably, is intended to surround the marine structure (2), being arranged around the shaft (4) so that the points or regions of contact with the coupling structure (7) serve as a stabilization guide to the marine structure (2), helping it maintain its verticality during the aforementioned operations. Preferably the coupling structure (7) forms a closure ring (8) (see, for example, in the view shown in Figure 2a,
    o Figure 2h) around the shaft (4), which can be circular, or have any other closed, curved or polygonal geometry.
    In relation to the points or regions of contact between the coupling structure
    (7) and the marine structure (2), the system of the invention is equipped with guiding elements (9), at least one, fixed to said coupling structure (7) and which can preferably be arranged along the ring (8 ) of closing. The guiding elements are in free sliding contact with the shaft (4) and, advantageously, allow the relative vertical movement between said shaft (4) and the auxiliary floating system (1). In this way, the coupling structure (7) provides a physical stop against the variations in the vertical position of the marine structure (2), limiting the possible inclinations that it suffers (for example, due to wind, waves, etc. .) and helping said structure (2) to maintain its stability, but by means of sliding contacts that allow its free movement along a substantially vertical axis, which is a fundamental advantage in the anchoring or ballasting operations of the marine structure (2) when it is in its final location. Said free movement of the marine structure (2) can be carried out by sliding, rolling, crawling, or any known technique that allows independent and sufficiently free relative movement between the guiding elements (9) along the surface of the shaft (4). ).
    The guiding elements (9) prevent and / or limit other relative movements between the auxiliary floating system (1) and the shaft (4), whether of relative horizontal movement (this being preferably equal to less than 1 m), relative rotation in rolling and / or pitching (preferably equal to less than 10 degrees), and relative twist in yaw (preferably less than 20 degrees).
    As described, in the embodiment of Figure 1, the marine structure (2) comprises a foundation platform (3), and a shaft (4) of lower plan dimension than said foundation. In the provisional situation of towed transport, the foundation (3) is preferably semi-submerged and the shaft (4) is fully emerged. The floating elements (5), also semi-submerged, are positioned at a sufficient distance from the shaft of the shaft (4), so as not to trip over the foundation (3) while remaining semi-submerged. Coupling structure
    (7) is thus connected to the floating elements (5), remains emerged, and flies above the semi-submerged foundation (3), which does not interfere in the coupling of the auxiliary floating system (1) with the shaft (4).
    In the embodiment of Figure 1 it can be seen that the auxiliary floating system (1) contributes to the stability of the marine structure (2), but does not contribute to its buoyancy since, as explained, the relative vertical movement between the system (1) And the structure (2) is released, and therefore the system (1) does not transmit any vertical force to the structure (2) that contributes significantly to its buoyancy. Therefore, said marine structure (2) will be mainly a self-floating or positive buoyancy structure, that is, it does not depend to have said positive buoyancy of the vertical forces that can be applied by the auxiliary floating system (1). In other words, in the absence of the floating system (1), the floating marine structure (2) would see its stability reduced, but would not experience relevant changes in its draft. Therefore, unlike other prior art solutions, the present invention does not require a vertical direction connection between the auxiliary means and the marine structure to be installed, which provides a great operational advantage.
    Optionally, it is also possible to use, in the system (1) of the invention, fixing means to prevent or limit the relative vertical movement between the marine structure (2) and the guiding elements (9), such as rigid bars , cables of variable or fixed length, or other connection and / or fixing means known in the art. However, these fixing means are preferably of a provisional type and their use is limited, in any case, to only some or some phases of the installation process, such as the towed transport of the assembly formed by said marine structure (2) and the system (1).
    Figures 2a-2e show, a top view of different positions of the coupling structure (7) in a preferred embodiment of an auxiliary floating system (1) according to the present invention. In said embodiment, a configuration is shown based on three floating elements (5) connected to the coupling structure (7), and a plurality of guiding elements (9) fixed to the coupling structure (7) that form a perimeter of stabilization to accommodate and engage the marine structure (2) (shown in figures 2f-2h), surrounding the shaft
    (4) of said structure (2).
    The coupling structure (7) according to this preferred embodiment also acts as a solidarity structure between the different floating elements (5). By way of example, and without limiting the invention, the coupling structure (7) is formed by a metal lattice structure, as shown in Figures 2a-2h. Furthermore, said coupling structure (7) comprises an opening and / or closing subsystem (10) to facilitate its placement and / or removal of the marine structure (2) and, optionally, one or more actuators (11) for folding and / or system deployment (1), intended to apply the necessary forces between the different floating elements (5) of the system (1), to move from a folded configuration to a deployed (that is, in its position of coupling with the marine structure (2 "and / or vice versa. Said actuators (11) may or may not be remotely operated. In the preferred embodiment of Figures 2a-2e, the actuators (11) comprise hydraulic telescopic cylinders, capable of exerting force upon lengthening and be shortened Alternately, said actuators (11) can comprise different types of means known in the art, such as mechanical, pneumatic or hydraulic actuators, traction ends actuated by means of ends, "winches", or the like.
    As mentioned, the coupling structure (7) is preferably modular or adjustable, in order to adapt to marine structures (2) and / or shafts (4) of different dimensions and / or characteristics. For example, a module can be added or removed to the lattice arms of the coupling structure (7) to adjust its length and, therefore, its distance to the shaft (4). Alternatively or in addition, the position and / or dimension of the guiding elements (9) can be changed or regulated, so that the same auxiliary floating system (1) can be used for the installation of marine structures (2) with shafts (4) ) of different diameter, or with shafts (4) of variable diameter.
    Figure 2a shows the auxiliary floating system (1) in its extended deployed and closed configuration, as it would act during transport and / or installation of the marine structure (2) (see, for example, in Figures 2f- 2h) For their part, Figures 2b-2d show different steps of the folding procedure of said auxiliary floating system (1), where a coupling structure is shown
    (7) articulated, which allows adopting a folded configuration that allows its coupling and decoupling of the shaft (4) facilitates its transport and / or collection when it is not in operation. Additionally, Figure 2e shows the auxiliary floating system (1) in its folded configuration, which can for example be used for transport to the port after the installation of said marine structure (2). Additionally, for this or other preferred embodiments of the invention, the floating elements (5) may also comprise a plurality of defenses (12) that are used to prevent impacts between said elements (5) during transport and / or in their folded configuration.
    As seen in Figures 2a-2e, the option of the coupling structure
    (7) can be modular and / or adjustable allows the system to adapt to foundations (3) and / or shafts (4) of different dimensions or characteristics, thus assuming an additional application advantage over other systems of the prior art. In this example, the auxiliary floating system (1) comprises three floating elements (5), and the coupling structure (7) comprises three lattice arms, each joined at one end to each floating element (5). In this way, three modules or subsets are formed, each formed by a floating element (5) and an arm of the coupling structure (7), which are joined together. Preferably, each arm and floating element assembly (5) is self-balancing, that is, each of the subsets can float independently keeping the lattice arm essentially horizontal. For this, the floating element (5) can have an eccentric upper slab, and / or an eccentric ballast as a counterweight, so that the eccentricity of the lattice is compensated. Thanks to the above, when the auxiliary floating system (1) is opened or closed to engage or disengage from the marine structure (2), the coupling structure (7) remains essentially in the same horizontal plane.
    Additionally, Figures 2f-2h show different phases of the process of coupling the system (1) of the invention to a marine structure (2) comprising a shaft (4) and a foundation (3). During said process, the modular coupling structure (7) comprises a support element (13) on the tower shaft (4), and one or more mobile elements (14) that are closed on said shaft (4).
    For this, the mobile elements (14) comprise a part or all the components of the closing subsystem (10) which allows the complete coupling structure (7) to be closed on the marine structure (2), for example, performing the following steps:
    The floating system (1) is approached in folded configuration, until the
    support element (13) contacts the marine structure (2) (Figure 2f).
    One or more position maintenance means are applied (for example,
    a tugboat or a system of ends or winches), so that the
    contact between the support element (13) and the marine structure (2) is
    maintained throughout the coupling process.
    Moving elements (14) of the coupling structure are moved
    (7) until it completely surrounds the shaft (4) of the marine structure (2) (Figure 2g). The closing subsystem (10) of the coupling structure is actuated to fix the auxiliary floating system (1) in its deployed or coupled configuration (Figure 2h).
    Also, as can be seen in Figures 2f-2h, the opening and / or closing subsystem (10) can comprise one or more joints (15) that allows an essentially vertical axis rotation of a floating element (5) of the structure coupling (7) with respect to another floating element (5).
    On the other hand, and as represented by Figures 3a-3d, the opening and / or closing subsystem (10) of the auxiliary floating system (1) has at least two cooperating elements (16, 17) of closing, optionally equipped with a plurality of lace guides (18, 18 ', 18 ") intended to facilitate adequate
    orientation of the floating elements (5) of the coupling structure (7) during the closing operation of the floating system (1) on the marine structure (2). The fitting guides (18, 18 ', 18 ") are advantageous for adapting the position of the coupling structure (7) in the presence of disturbances due to unevenness above sea level (6) (for example, due to the presence of waves Preferably, the fitting guides (18, 18 ', 18 ") are adapted to provide a surface orientation (for example, by means of pointing wedges (18) shown in Figures 3a-3d), as well as in height ( for example, by means of pointed teeth (18 ', 18 ") for the connection of the cooperating elements (15, 16), or by guiding arms (19) to propitiate the alignment of the terminal modules of the coupling structure ( 7) comprising said elements (15, 16 ».
    In addition to the components described above, it is possible to include, in the opening / closing subsystem (10), one or more additional closing means, such as pin connections (20), screwed approach joints (21) or other such means such as magnets, electromechanical closures, etc. They are also usable in the scope of the invention.
    Optionally, the auxiliary floating system (1) can additionally comprise at least one longitudinal element fixed at one of its ends to the marine structure
    (2) and at the other end to said auxiliary floating system (1), the length of said longitudinal element being adjustable so that said connection can be maintained while the marine structure (2) descends sinking, and varying its relative position with respect to the auxiliary floating system (1) that essentially remains at the same floating surface elevation.
    As a further example of the invention, Figure 4 represents a preferred embodiment where the marine structure (2) to be installed comprises a telescopic type marine wind tower formed by different telescopic modules (22, 22 ', 22 ") of circular plan. said embodiment it can be seen that the foundation (3) is semi-submerged during transport and that the shaft (4) acts as the base module or section of said telescopic wind tower.
    For its part and for that same embodiment, Figure 5 illustrates part of the procedure for the installation of the foundation (3) of said tower shaft (4), said foundation (3) being of gravity and / or provisional or definitely floating, where said shaft (4) is essentially vertical and can be part of both the foundation itself
    (3) as of the wind tower located on it, and which uses the auxiliary floating system (1) of the invention. The aforementioned procedure comprises, as shown in Figure 4, the partial anchoring of the marine structure (2), in order to improve the conditions of its transport. In addition, said method may additionally comprise the step of partially or totally lifting the telescopic tower.
    Figure 6 shows another stage of the procedure for the installation of foundations
    (3) and / or offshore wind towers, where one or more tugs are used (23) that pull the auxiliary floating system (1) during transport of the assembly to its final location, and / or during the anchoring of the marine structure ( 2) until your final situation. This figure also shows that the marine structure (2) is partially anchored during transport and the telescopic tower is partially hoisted.
    Figure 7 represents another preferred embodiment of the invention, where the marine structure (2) to be installed comprises a shaft (4) of polygonal section, so as to facilitate the installation of the auxiliary floating system (1) limiting or impeding the capacity of rotation of said marine structure (2) with respect to the guiding elements (9). In said embodiment the coupling structure (7) is formed by a lattice, and comprises two rings (8) that surround the shaft (4) at two different heights, coinciding with the lower part and the upper part of said lattice. The guiding elements (9) are distributed on the perimeter of both rings (8), thereby placing themselves on two different levels or levels and improving the efficiency of the system to limit the relative inclinations between the system (1) and the shaft ( 4), while reducing the fundamentally horizontal forces that are transmitted to each other through the guiding elements (9).
    Figures 8a-8e illustrate a procedure for the installation of foundations (3) and / or shafts (4) of offshore wind towers using an auxiliary floating system (1) according to the present invention. In this case it is a foundation (3) of gravity that is installed on the seabed in an installed condition. Figure 8a shows the marine structure assembly (2) together with the auxiliary floating system
    (1) already installed on it. Figure 8b represents another step of said procedure, specifically the step of transporting the assembly of said marine structure (2) and the auxiliary floating system (1) to its final location, using one or more tugs (23). However, in the context of the invention, other similar driving or pushing means are equally usable.
    Figure 8c illustrates another phase of the installation procedure for foundations
    (100) and / or shafts (4) of offshore wind towers, specifically the step of anchoring the marine structure (2) to its final location on the seabed (24). In this embodiment it can be seen that the marine structure (2) comprises several compartments (25) that are part of its foundation (3), in which a differential control of its filling is carried out to facilitate the control of the inclinations of the assembly. Preferably, in said anchoring phase three or more tugs are used (not shown in Figure 8c) that act on the system (1) to maintain the planar position of the assembly.
    Figure 8d shows another stage of the procedure, where the foundation (3) of the marine structure (2) already rests on the seabed (24). Figure Be represents the marine structure (2) in its final situation, and decoupled from the system of the invention. In this case, said marine structure (2) comprises a telescopic tower (22, 22 ', 22 ") that has already been fully hoisted. The figure also shows how the floating system (1) of the invention is located separated from the marine structure (2) and arranged in a folded configuration to facilitate its transport As mentioned, the articulable and modular capacity of the system (1) of the invention allows its adaptation to multiple types of marine structures (2), making that is recoverable and / or reusable for subsequent installations or transport.
    Figures 8a-8e show how, throughout the process of installing the marine structure (2), the auxiliary flotation system (1) remains semi-submerged and essentially floats at the same surface level, while the marine structure
    (2) its height varies as it sinks until it rests on the seabed (24), there being an essentially free relative vertical movement between both self-floating bodies.
    Likewise, in the embodiment of Figures 8a-8e, the shaft (4) is of constant diameter, which facilitates the guiding operation, and its length is such that its upper part emerges in an installed condition, so that the dimension of the crowning of said shaft (4) is higher than the level in which at least part of the guiding elements (9) included in the system (1) are located.
    Figure 9 of this document shows a specific possible embodiment of the floating element (5) of the auxiliary system (1) of the invention. In it, said floating element (5) comprises hydrodynamic damping plates (26), for example of the "heave plate" type, to reduce and dampen unwanted movements. Likewise, the aforementioned floating elements (5) of the system (1) can be latrable, to provide a means of additional control of their buoyancy and, with it, also of the stability of the marine structure (2). In the same way, the floating element (5) can comprise one or more lower gates (not shown in the figure) at the base of said floating element (5), located in its living work (the part of the floating body that is submerged, in contact with water) to allow and / or control the flow of water between the interior of said floating element (5) and the mass of water in which it floats, as a means of adjusting its behavior, damping and natural frequency of the whole . Said gates are preferably adjustable opening and / or remote operated.
    The floating element (5) can be manufactured using different materials known in the art, preferably concrete and / or metal materials. Mixed type construction can also be used, manufacturing a lower part of concrete, and the rest of the floating element (5) of steel. Precast concrete techniques similar to those commonly used for the construction of prefabricated tanks can also be used.
    The configuration of the floating elements (5) can also be modular, in order to adjust their overall size. The pieces or modules that can be used to form said floating elements (5) can take various forms, it being preferable that their dimensions be containerizable (not exceeding those of a standard container) to facilitate transport and reuse. These modules can be joined together to form a floating element (5) both in plan and height.
    Finally, in relation to the geometric relationships between the elements of the auxiliary floating system (1) of the invention, Figures 10 and 11 show different aspects thereof that are provided for illustrative purposes. Figure 10 shows how the guiding elements (9) have a plan arrangement around the shaft (4) such that the maximum angle (or) in plan formed by any contiguous pair of said guiding elements (9) and the axis The center of the shaft (4) is equal to or less than three radians. For its part, Figure 11 shows guiding elements (9) whose elevation arrangement is made at least two levels, the difference in elevation between the highest level (27) and the lowest level (28) of said levels equal to more than 1 m. Also, Figure 11 also shows an embodiment of the auxiliary floating system (1) where the floating elements (5) comprise a draft (29) and a freeboard (30) equal to or greater than a given length (H), whose value it essentially fulfills the relation H = R · sin (o '), (R) being the distance from the center of each floating element (5) to the longitudinal axis of the shaft (4), and (o') being the maximum angle of inclination admitted from the foundation (3) of the marine structure (2) during installation and / or transport.
    权利要求:
    Claims (18)
    [1]
    1.-Auxiliary floating system (1) for the installation and / or transport of a marine structure (2) offshore, said marine structure (2) being provisional or definitely self-floating and of the type comprising an essentially vertical shaft (4) , wherein said auxiliary floating system (1) comprises:
    - one or more floating elements (5);
    - at least one coupling structure (7) connected to said floating elements (5) and configured to engage the marine structure (2) around its shaft (4);
    said system (1) being characterized in that it additionally comprises one or more guiding elements (9) fixed to said coupling structure (7) that provide one or more sliding contact surfaces with said shaft (4);
    and why said sliding contact between the guiding elements (9) and the shaft
    (4) is such that: it allows an essentially free vertical relative movement between said auxiliary floating system (1) and the shaft (4) so that, if the marine structure (2) descends sinking, the auxiliary floating system (1) is essentially maintains the same floating surface elevation; and limits and / or prevents other relative movements between the auxiliary floating system (1) and the shaft (4), both in relative horizontal movement and in relative rotation in rocking, pitching or yaw.
    [2]
    2. Auxiliary floating system (1) according to the preceding claim, comprising a plurality of guiding elements (9), and wherein said guiding elements (9) have a plan arrangement around the shaft (4) such that the maximum angle (a) in plan formed by any guiding element (4), its neighboring guiding element (4) and the central axis of the shaft (4) is equal to or less than three radians.
    [3]
    3.-Auxiliary floating system (1) according to any of the preceding claims, comprising a plurality of guiding elements (9) with an elevation arrangement made at least two levels, the difference in elevation between the highest level ( 401) And the lowest level (402) of said levels equal to greater than 1 m.
    [4]
    4.-Auxiliary floating system (1) according to any of the preceding claims for use in marine structures (2) whose shaft (4) has a section
    transverse with essentially polygonal outer geometry, and comprising at least three guiding elements (9) in contact with said shaft (4) in the vicinity of the vertices of said essentially polygonal geometry.
    [5]
    5. Auxiliary floating system (1) according to claim 1, wherein the coupling structure (7) comprises at least one ring (8) adapted to surround the shaft (4) of the marine structure (2).
    [6]
    6. Auxiliary floating system (1) according to any of the preceding claims, comprising two or more floating elements (5) and wherein the coupling structure (7) is a modular and / or articulated structure that connects at least two of said floating elements (5).
    [7]
    7. Auxiliary floating system (1) according to any of the preceding claims, wherein the coupling structure (7) comprises an opening and / or closing subsystem (10) to facilitate its placement and / or removal of the marine structure (2 ).
    [8]
    8.-Auxiliary floating system (1) according to the preceding claim, wherein the opening and / or closing subsystem (10) comprises one or more articulations (15) that allow an essentially vertical axis rotation of a floating element (5) of the coupling structure (7) with respect to another floating element (5).
    [10]
    10. Auxiliary floating system (1) according to any of claims 7-8, wherein the subsystem (10) for opening and / or closing the auxiliary floating system (1) has at least two cooperating elements (16, 17 ) of closing, optionally equipped with a plurality of fitting guides (18, 18 ', 18 ") adapted to orient the position of the floating elements (5) of the coupling structure (7) during the closing operation of the floating system (1) on the marine structure (2).
    [11 ]
    11. Auxiliary floating system (1) according to any of the preceding claims, wherein the auxiliary floating system (1) comprises at least one longitudinal element fixed at one of its ends to the marine structure (2) and at the other end to said auxiliary floating system (1), the length of said longitudinal element being adjustable so that said connection can be maintained while the marine structure (2) descends sinking, and varying its relative position with respect to the auxiliary floating system (1) which is essentially maintained to the same floating elevation in supeliicie.
    [12]
    12. Auxiliary floating system (1) according to any of the preceding claims, wherein at least one floating element (5) comprises a submersible hydrodynamic damping plate (26), said plate (26) being essentially horizontal and flat.
    [13]
    13.-Auxiliary floating system (1) according to any of the preceding claims, wherein at least one floating element (5) has a draft (29) and a freeboard (30) both equal to or greater than a given length (H), whose value essentially meets the ratio H = R · sin (a '), (R) being the distance from the center of each floating element (5) to the longitudinal axis of the shaft (4), and (o') being the maximum angle of admitted inclination of the foundation (3) of the marine structure (2) during installation and / or transport.
    [14]
    14.-Auxiliary floating system (1) according to any of the preceding claims, comprising lifting means suitable for the placement and / or removal of equipment and / or personnel from or to the marine structure (2).
    [15]
    15.-Procedure for the installation and / or transport of a marine structure (2) offshore, said marine structure (2) being the type that has a shaft
    (4) essentially vertical, characterized in that it comprises the use of an auxiliary floating system (1) according to any of the preceding claims, and where at least the following steps are performed:
    a) couple the auxiliary floating system (1) around the marine structure (2);
    b) anchor the marine structure (2) to its definitive depth while the auxiliary floating system (1) is essentially maintained at the same floating surface level; Y
    c) remove the auxiliary floating system (1) from the marine structure (2).
    [16]
    16. Method according to the preceding claim, comprising the additional step of transporting the auxiliary floating system (1) and / or the marine structure (2) to its final offshore location, before or after step a).
    [17]
    17. Method according to any of claims 15-16, further comprising connecting tugs (23) to the auxiliary floating system (1) during the performance of one or more of its steps.
    [18]
    18. Method according to any of claims 15-17 applied to a marine structure (2) composed of telescopic tower modules (22, 22 ', 22 "), which additionally comprises partially or totally lifting said modules (22, 22 ', 22 ") during the performance of one or more of its steps.
    [19]
    19.-Procedure according to any of claims 15-18, wherein the
    step a) is performed in a sheltered coastal area before completing the
    step b).
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    ES2642177B1|2018-08-29|
    US20190135385A1|2019-05-09|
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    法律状态:
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    优先权:
    申请号 | 申请日 | 专利标题
    ES201630627A|ES2642177B1|2016-05-13|2016-05-13|AUXILIARY FLOATING SYSTEM FOR THE INSTALLATION AND / OR TRANSPORTATION OF MARINE STRUCTURES AND PROCEDURE THAT INCLUDES SUCH SYSTEM.|ES201630627A| ES2642177B1|2016-05-13|2016-05-13|AUXILIARY FLOATING SYSTEM FOR THE INSTALLATION AND / OR TRANSPORTATION OF MARINE STRUCTURES AND PROCEDURE THAT INCLUDES SUCH SYSTEM.|
    EP17795670.3A| EP3456960A4|2016-05-13|2017-05-12|Auxiliary floating system for the installation and/or transport of marine structures and method comprising said system|
    US16/301,264| US10773777B2|2016-05-13|2017-05-12|Auxiliary floating system for the installation and/or transport of offshore structures and method comprising said system|
    PCT/ES2017/070306| WO2017194813A1|2016-05-13|2017-05-12|Auxiliary floating system for the installation and/or transport of marine structures and method comprising said system|
    CN201780043742.4A| CN109790823B|2016-05-13|2017-05-12|Auxiliary floating system for installation and/or transport of offshore structures and method comprising such a system|
    JP2018559863A| JP2019518153A|2016-05-13|2017-05-12|Auxiliary floating device for installation and transportation of offshore structures, and method of providing the device|
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