• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Spar floating structure that serves as a base for large offshore wind turbines consisting of a lower triangular reinforced concrete box, and another metal top, also triangular, on which the shaft of the wind turbine supports, joined by three lifting columns, arranged in the vertices. The proposed structure belongs to the spar platform typology, basically based on its operation in the descent of the center of gravity of the set, but also has semi-submersible components for having three floats in the waterline that increase its restoring torque. Its initial low draft (around 10 m), significantly increases the availability of springs near the implantation site for its construction and assembly. On the other hand, the simple geometry of its base, allows to be carried out by means of a simple and effective construction system, similar to the one used for the elaboration of port caissons. It has an innovative system for commissioning the ballast tank that allows towing the structure with the wind turbine completely installed "on-shore" with great naval stability, and once reached its working position, without the need for any means of employment of auxiliary elevation (jack-up, cranes heavilift ...), it is only ballasted with water and it descends to great depth ensuring significant lower inclinations for the correct operation of the wind turbine. Unlike other existing spar systems, the ballasting tank can be lowered and refloated and allows the platform to be towed again with the wind turbine, in order to carry out repairs or maintenance at the port. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2608504A1
    申请号:ES201730186
    申请日:2017-02-15
    公开日:2017-04-11
    发明作者:José BERENGUER COBIAN
    申请人:Berenguer Ingenieros S L；BERENGUER INGENIEROS SL；
    IPC主号:
    专利说明:

    OBJECT OF THE INVENTION
    The object of the invention is a floating structure of the Spar type that serves as a base for large off-shore wind turbines (8-10 MW), and which has great advantages for its construction, transport, commissioning and operation, thanks to the news
    10 that introduces in its design compared to other existing types.
    Three types of platforms can be distinguished: semi-submersible (stabilized by buoyancy), Spar (stabilized by ballast) and TLP (stabilized by mooring lines).
    In recent years, Spar platforms for support of high-power wind turbines, are gaining relevance among floating structures, for their simplicity 15 (lower cost) and their great capacity to respond to environmental actions. Semi-submersible floating platforms, in general, to give somewhat similar responses, either require very large dimensions, or variable ballast systems that significantly complicate their operation. The TLP (Tension Leg Platform) are very stable and light, but they trust all their integrity in the anchors and cables that connect them to the bottom,
    20 This being a very expensive aspect due to the great risk of any problem that arises in them.
    The operation of the Spar platforms is based on lowering the center of gravity as much as possible, below the center of flotation, so that the more they separate, the greater the restorative torque that compensates for the destabilizing torque that wind and waves
    25 produce. The structure consists of four main elements:
    Wind tower
    Tank or float tanks
    Connection structure between floats and ballast
    Weighted tank In general, most of the existing Spar platforms consist of a large cylindrical shaft of great length where these four elements are incorporated simply by modifying their interior composition by zones. Given their resulting large draft, they have to
    tow horizontally, turn in place of operation, ballast with water and solid ballast and finally incorporate the wind turbine with very scarce and expensive offshore auxiliary means.
    The present invention has an innovative system for commissioning the ballasting tank that allows the structure to be towed with the fully installed "on-shore" wind turbine with low draft and great naval stability. Once moved to your position
    At work, the ballasting tank is filled with water and descends to great depth, ensuring significantly lower inclinations of the wind turbine than other existing platforms. Unlike other Spar systems, the ballasting tank is hoist and reflotable, allowing the platform to be towed again with the wind turbine, to be able to do repair or maintenance work in port.
    Another important innovation is the configuration of the flotation system. There is a main flotation tank that joins the wind turbine and is submerged to minimize the actions of the waves on it, and three other smaller floats, which are semi-submerged, and that contribute to increasing the restorative torque of the Spar system.
    The proposed structure thus enables a very safe and stable towing system, commissioning without the need for any auxiliary lifting means (jackups, heavilift cranes ...), and optimum wind turbine operability.
    Other basic features that it presents are:
    It has two flotation configurations, both of great stability, being the one with the lowest draft used to be transported by trailer to the installation site.
    Opposes minimal resistance and low resonance to the actions of currents and waves, the surface of opposition in its emerging part being very reduced.
    Ability to move the fully installed wind turbine and resist the stresses transmitted during the construction, transportation, commissioning phases
    position and operation
    The components of the structure are well differentiated (see figure 1):
    The flotation elements that allow the platform to remain afloat, counteracting the enormous weight of the ballast tank_ Two types of flotation elements are distinguished:
    • Main float, provides the fundamental buoyancy of the set, and is completely submerged so that the actions of the waves affect it as little as possible.
    • Semi-submerged floats, provide a rapid response to the inclinations of the tower, minimizing as far as possible its resistance to waves.
    The lifting connection columns that serve as a connection between the main float and the ballast tank and allow its rise and fall to maintain the structure with high stability, both in the towing and in the service phases.
    The ballast tank that buoys the structure with low draft so that it can be carried out by towing, and in its service phase it is filled with water ballast and descends to its working position to lower the center of the gravity of the set It is therefore also the fundamental element of stability contribution to the platform.
    BACKGROUND OF THE INVENTION
    The structures that support offshore wind turbines are either fixed in depth by gravity foundations, monopilots, tripods or jackets, or they remain floating in their service phase. Gravity solutions are the most commonly used at low depths, and above 30-35 m, monopilot solutions are often proposed. Tripods and jackets are normally arranged at depths of up to 50 or 60 m. Floating solutions are indicated for greater depths.
    The design and manufacture of floating structures for wind turbine support is currently based on the technology developed by the oil industry (Oil & Gas). Thus, as explained above, three fundamental types can be distinguished
    30 platforms: Semi-submersible, Spar and TLP. These three types correspond to three stabilization systems of the structure against external actions (wind, waves and currents):
    Buoyancy Stabilization
    Stabilization by ballast to lower the center of gravity
    Stabilization by mooring lines
    The proposed structure belongs to the typology of the Spar platforms, since its operation is fundamentally based on the descent of the center of gravity of the assembly by ballasting, but it also has semi-submersible components for having three floats in the waterline and some stabilization by the mooring lines that anchor it to the bottom.
    For this, the lower part of the invention consists of a large concrete box whose construction is based on technology, widely used in Spain, of port drawers for the construction of dikes and piers. These are gravity structures, manufactured in floating dock (usually called "drawer"), which are transported by flotation to their place of service. They are large reinforced concrete structures, normally parallelepipedic, whose interior is composed of a series of vertical walls that form lightening cells and that give the whole its buoyancy capacity. Its construction is very versatile, using the sliding formwork technique, which allows a very efficient continuous production, and a direct flotation as it is built.
    The drawers have a series of constructive conditions that can limit their dimensions such as the characteristics of the infrastructures where they are built, that is, by the drafts of the docks and navigation channels as well as the characteristics of the facilities where they are built, that limit the length, sleeve and strut of the drawers.
    Spar floating structures have important advantages over the other floating ones:
    They usually have a simple geometry which allows their construction through series manufacturing processes
    They do not need complex and delicate systems to ensure their stability, such as the variable ballast of the semi-submersibles, or the high-strength anchorages of the TLP
    They have excellent stability and low accelerations against the actions of waves and wind
    But on the contrary, most of them have the disadvantage of having a long submerged shaft that requires high depths for its implantation and then makes it difficult to tow back to port for possible repairs. In addition, in general, the assembly of the turbine must be performed offshore by special vessels and large and expensive cranes.
    Among Spar type platforms (fundamentally stabilized by its low center of
    gravity) used as wind turbine support, can be distinguished
    fundamentally two typologies:
    Towed in horizontal position and later offshore wind turbine installation
    They are those whose flotation system, transition zone and ballast tank are arranged along a cylinder of practically constant section. For example, the patent with number W02006132539 that corresponds to one of the most mature floating wind projects, whose original prototype was available on the Norwegian coast in 2007. Its preferred embodiment is based on a long (deep), thin, preferably solution cylindrical, designed to give rise to small movements by waves. This configuration is very high draft in its service position with the wind turbine installed. Therefore, if you wanted to tow in this position, you would need routes with sufficient draft from the construction site to the installation site. This has been possible in the Norwegian fjords, but usually it is impossible to move in this way, so it is usually necessary to tow the cylinder of which it is composed, in a horizontal position, and then rotated, ballast solid and install the wind turbine. In that case, it would be very difficult to return to port to make repairs.
    The patent W02013093160, has a very similar configuration, but is made of prestressed concrete in a monolithic way, next to the wind turbine tower. It is therefore a simple concrete geometry, without joints, which favors durability in the marine environment. However, due to its elongated configuration, the swell produces significant bending stresses, so that so that cracks do not occur, it must be prestressed. The problems of installation and return to port are the same as in the previous patent.
    Towed in an upright position with the integrated wind turbine
    They are those that have a lower draft in their service phase, or those that in a first phase of flotation, have sufficient stability to carry the wind turbine and subsequently ballast to increase their restorative torque.
    Patent W0201 011 0329 corresponds to a typology similar to the previous two (elongated vertical cylinders), but through a telescopic folding system of the wind turbine tower, and a specific installation method, the entire assembly could be mounted in port ( except the shovels) and be thus transferred to its final location. In this case, the draft is still quite important, and therefore, there will be difficulties in finding suitable ports and navigation channels.
    The JP2015009591 patent presents a Spar platform composed of a large flotation tank (around 50 m in diameter), a transition zone of much smaller diameter (around 8 m), and a lower ballast tank with a diameter similar to that of flotation that significantly lowers the center of gravity. The upper tank (which provides buoyancy) is partially emerged and, due to its large size, provides great inertia on the flotation surface. Thus, it is a Spar platform (with the center of gravity below the center of flotation), but with a very important semi-submersible component. This double stability system allows to lower its draft to approximately a third of that of conventional cylindrical Spar, and thus be able to tow with the wind turbine, to its working position. The great drawback is that the entire surface of the float is subject to the actions of the waves, and its ability to respond to the overturning moment is reduced precisely by its low draft.
    Patent W02014177729, is configured from hollow concrete bodies joined together by means of hollow arms through which water passes from one to another. This solution, like that of the previous patent, due to its low initial draft, allows it to be towed with the wind turbine fully installed and also solves the problem of the great actions of the waves on the float, since the perimeter bodies are completely submerged in Your service position. The problem is that, because of its configuration, the volume that produces buoyancy is not very separate from the volume that the weight provides. Therefore, in order to compensate for the inclinations produced by the wind on the platform, it is necessary to use an active ballast transfer system from one body to another.
    The ES2555500 patent describes a floating work comprising a flotation body capable of being selectively filled with ballast and a lower heavy body suspended by cables that serve to produce the descent of the center of gravity. In case of carrying a wind turbine, it would be folded to its place of work, where it would be extended telescopically to operate. With this configuration, the whole set, except the lower body, floats with low draft and can be towed. Subsequently, the submerged weight should be installed by different procedures.
    Unlike the previously described patents, the floating structure object of this document, simultaneously presents the following characteristics:
    Due to the great separation between the center of gravity and the center of care, it presents a great stabilizing torque to the actions of wind and waves, so it is suitable for wind turbines of greater power, without the need for any type of active system of ballast transfer
    The trailer to the place of implantation, is carried out in an upright position, with the wind turbine fully installed and with low draft (less than 10m), and does not require any auxiliary naval system for commissioning.
    Naval stability, and its safety during towing is much higher than all those described, since it is made with a freeboard more than triple the height of the best of them and the lowest center of gravity.
    The ballast tank, fundamental element of the platform, has a simple geometry that allows a construction similar to that of the port drawers, without joints and without the need for prestressing, which gives it a useful life of more than 50 years.
    It should be noted that the triangular configuration with three perimeter columns raises bias, usually of the lattice or tubular type, is common in Jackup platforms, widely known in the offshore world. There are even some that are used to support wind turbines. But these platforms are designed to rest on the seabed and require equipment and a very important tractor system that allows you to lift your load above the waves.
    On the contrary, the present invention does not rely on the seabed and does not require any tractor system to descend, nor to raise the towers, since it employs gravity and buoyancy for it. It would only take a simple retention and locking system to control its speed. These characteristics make it very different from the previous ones, since its dimensions, operation and solicitations, as a floating structure, have nothing to do with those supported by the seabed.
    DESCRIPTION OF THE INVENTION
    Spar type floating structure that serves as a base for large off-shore wind turbines constituted by a triangular lower drawer of reinforced concrete, and another metal upper one, on which the wind turbine shaft supports, joined by three lifting columns arranged at the vertices and at whose upper end three floats are arranged.
    The lower drawer allows the structure to be towed with the wind turbine installed with great stability and low draft and which, in its service position, once descended and filled with water, constitutes a heavy ballast tank. The upper drawer, which is submerged in its service position, provides buoyancy to the system and a rigid connection with the wind turbine shaft (see figure 1).
    The platform is towed from the dock where it was mounted in its entirety, with a low draft (less than 10 m), with the two drawers together and the towers completely elevated (see figure 2).
    Once it reaches its service position, the lower concrete drawer is ballasted with water until it compensates for its buoyancy, leaving it practically without apparent weight (see figure 3).
    At this time, it is descended controlled by gravity, by means of a retention system arranged in the columns located at its vertices. When it reaches its working position (see figure 4), they are locked by means of pins arranged in the guides to move the towers (see figure 9) until it is necessary to refloat the tank to return to the port.
    The lower drawer is finished ballasting until the upper floats are semi-submerged in the service position, and it is anchored to the seabed by several lines leaving the upper drawer (see figure 5). The platform can now be operational.
    The characteristics of its components are as follows (see figure 6): The ballast tank
    The lower tank is composed of a cellular concrete drawer, triangular based, truncated at the vertices, with an interior formed by triangular cells.
    For its definition, the parameter "A" has been taken as the basis, which is the distance between axes between two consecutive nodes of the triangular frame on which it is based. This value is variable to adapt to the geometry of the superstructure it supports. The number of interior triangular partitions is also variable. To describe the structure, we will start from an example with seven side partitions (7A), but it is not indicative that it cannot have more or less (see figures 7 and 8).
    In plan, it is a truncated equilateral triangle that turns out to be an irregular hexagon with 3 sides greater than 7A in length and three minor, or chamfers, of 1A. The set is inscribed approximately in a square of 8A side.
    The thicknesses of the interior (E1) and exterior (E2) vertical walls, as well as the thickness of the lower slab (LI), its heel width (T), or the upper slab (LS), depend on the conditions at which the drawer is going to be submitted. Its manufacture will be done in dry or floating dock, either executed by conventional formwork, climbing, sliding or by assembling prefabricated parts.
    The cells of which it is composed, are provided with communication systems between them and are equipped with devices for emptying and filling that allow the regulation of the ballast level.
    As usual in maritime drawers, the thicknesses of the exterior walls, and those that serve as an anchor to the elevating columns, are greater than those of the interior walls, but in any case, they will be necessary for each configuration to support the actions to which the structure will be submitted.
    The main float
    This is another superimposed tank, this time metallic, which allows the platform to remain afloat when the lower ballast tank is full (see figure 9). In its service position it is completely submerged to be affected as little as possible the swell actions.
    Its dimensions and geometry, as well as some holes that are in its vertices (see figure 9), are adapted to those of the lower drawer so that the connection is possible through the lifting columns.
    Columns raise connecting bias
    They connect the main float and the ballast tank and enable its ascent and descent. They can consist of metal lattices of triangular section, similar to the legs of jackup platforms, or tubular structures of large section. Its height will depend on the conditions to which it will be subjected and the power of the wind turbine it supports.
    In its upper part there are three floats that will be semi-submerged in their service position to increase the stabilizing torque of the Spar system and thus be able to support larger wind turbines (see figure 10).
    ADVANTAGES THAT ARE DERIVED FROM THE INVENTION
    The proposed structure has great advantages over the existing Spar platforms in the market:
    It has sufficient capacity to transport the fully installed wind turbine, avoiding the need for "offshore" mounting by an auxiliary lifting means (floating crane, heavylift).
    It is towed to its vertical position, presenting a great naval stability and low resistance to displacement due to its low draft, keel shape of the structure and the high natural period in which it is balanced.
    The process of commissioning the structure is carried out simply by ballasting its cells with seawater, without the need of any additional means, or special auxiliary vessels of great capacities, or of flotation elements outside the structure itself.
    Its low initial draft (around 10 m), significantly increases the availability of docks near the place of implementation for its construction.
    The double system of generating the stabilizer torque against external actions (Spar and semi-submersible), allows to support generators of greater power than existing ones.
    The lower ballast tank is a reinforced concrete structure, with a simple geometry composed only of vertical and horizontal walls (never inclined), which allows to use in its construction system, the knowledge and experience of the technology for execution of port drawers, widely developed in Spain that allows simplifying, cheaper and optimizing this type of structures.
    To perform maintenance or repairs, the ballast tank can be lifted and moved back to the port without the need for auxiliary means.
    The geometry of the structure is adaptable to very different wind turbine configurations, modifying parameter A (separation between the nodes of the triangular mesh) that can move in the reasonable range of 5 to 8 m, and the number of triangular modules of the The drawer side is composed, which can be from 3 to "n".
    It fully meets all requirements regarding safety against accidental situations during towing while maintaining the conditions of stability and maintenance afloat.
    BRIEF DESCRIPTION OF THE DRAWINGS
    Figure 1.- It is a perspective view of the Structure according to the present invention. The following are listed as essential elements of the piece:
    one. Wind tower
    2. Main float
    3. Semi-submersible floats
    Four. Columns raises connecting bias
    5. Ballast tank
    Figure 2.-It is an elevation view of the structure in its towing position
    Figure 3.-It is an elevation view of the structure with ballasted half of the lower drawer
    Figure 4.-It is an elevation view of the structure with ballasted half of the lower drawer and descended to its lower position
    Figure 5.-It is an elevation view of the structure in its definitive service position, with the lower tank completely ballasted with water.
    Figure 6.-Detail of the perspective of the structure where the elements of which it is composed are represented described in Figure 1
    Figure 7.-Horizontal section of the lower ballast tank. The main dimensions are bounded according to the parameter HA ", which is the distance between the two consecutive nodes of the triangular frame from which it is made. The following types of walls are distinguished:
    6. Exterior walls
    7. Simple interior walls
    8. Reinforced interior walls
    9. Top slab of the ballast tank
    10. Lower slab of the ballasting tank Figure 8.-Vertical section of the lower ballasting tank. Figure 9.-It is a perspective view of the main flotation tank attached to the tower
    wind. The following elements are distinguished:
    eleven . Gap in the flotation tank for passage of the connection towers
    12. Guides for tower displacement
    Figure 10.- It is a perspective view of the raised connecting columns with the semi-submersible floats at the top and the ballast tank at the bottom. In the columns there are some travel stops, to be able to fix them in their final position
    13. Tower travel stops
    Figure 11.-It is a perspective view of the raised connection bias columns in their initial position for towing the structure.
    Figure 12.-It is a perspective view of the columns raising connecting rods in their final position, having lowered the ballast drawer to the depth of service.
    权利要求:
    Claims (4)
    [1]
    one. Spar type floating structure that serves as a base for large off-shore wind turbines consisting of a triangular lower reinforced concrete drawer (5), whose interior is composed of a triangular weave of vertical walls (7), and another metallic upper ( 2), also triangular, on which the wind turbine shaft (1) rests, joined by three raised bias columns arranged at the vertices (4). In the upper part of the towers there are floats that are semi-submerged and improve the restorative torque of the structure (3).
    [2]
    2. Spar type floating structure, according to the preceding claim, whose commissioning system is characterized by being carried out as follows:
    The platform is towed from the dock where it was mounted in its entirety, with a low draft (less than 10m), with the two drawers together and the towers completely elevated (figures 2 and 11).
    Once it reaches its service position, the lower concrete drawer is ballasted with water until it compensates for its buoyancy, leaving it practically without apparent weight (figure 3).
    At this time, it is lowered by gravity through
    columns arranged at their vertices, until their final position, where they remain
    blocked until it is necessary to return to port (figure 4).
    The lower drawer is finished ballasting until the upper floats are semi-submerged in the service position, and it is anchored to the seabed by means of several anchorage lines that leave the upper drawer (figures 5 and 12).
    [3]
    3. Spar type floating structure, according to the preceding claims, which presents a variability in its dimensions to adapt to very different scenarios and configurations of the wind turbine it supports, by varying parameter A (separation between mesh vertices) and the number of partitions triangular interiors (figures 7 and 8).
    [4]
    Four. Spar type floating structure, according to the preceding claims, characterized by having a lower reinforced concrete ballast tank (5), built in dry or floating dock, either executed by conventional formwork, climbing, sliding or by assembling prefabricated parts
    类似技术:
    公开号 | 公开日 | 专利标题
    ES2516590B1|2015-09-25|SUBMERSIBLE STRUCTURE OF ACTIVE SUPPORT FOR GENERATOR TOWERS AND SUBSTATIONS OR SIMILAR ELEMENTS, IN MARITIME FACILITIES
    ES2749915T3|2020-03-24|Wind turbine with floating foundation on the high seas
    ES2718934T3|2019-07-05|Floating wind turbine base with flare-type tension legs, marine wind turbine and construction method
    ES2555500B1|2016-12-13|Floating work and installation procedure
    ES2617991B1|2018-03-27|MARITIME STRUCTURE FOR THE FOUNDATION BY GRAVITY OF BUILDINGS, FACILITIES AND AEROGENERATORS IN THE MARINE ENVIRONMENT
    ES2471071T3|2014-06-25|Support device for an electric power production wind turbine at sea, corresponding electric power production facility at sea
    ES2642177B1|2018-08-29|AUXILIARY FLOATING SYSTEM FOR THE INSTALLATION AND / OR TRANSPORTATION OF MARINE STRUCTURES AND PROCEDURE THAT INCLUDES SUCH SYSTEM.
    ES2797104T3|2020-12-01|Floating maritime platform
    DK2596240T3|2016-02-08|A support structure for supporting an offshore wind turbine
    ES2378960A1|2012-04-19|Process for installing an offshore tower
    ES2415058A2|2013-07-23|Process for installing an offshore tower
    ES2545553B1|2016-06-24|Floating platform for wind energy use
    ES2754576T3|2020-04-20|Floating support with variable horizontal section with depth
    ES2608504B1|2018-01-26|SPAR TYPE SELF-INSTALLING FLOATING STRUCTURE FOR SUPPORT OF GREAT POWER AEROGENERATORS
    ES2784658T3|2020-09-29|Gravity foundation for the installation of offshore wind turbines
    CN107539433A|2018-01-05|A kind of semi-submersible type fan platform
    ES2475095T3|2014-07-10|Floating stabilization device
    ES2660886B1|2019-01-17|Foundation for floating wind turbines
    WO2020136288A1|2020-07-02|Floating platform for high-power wind turbines
    ES2607428B1|2018-01-09|Ship for the transport and installation of offshore wind units
    ES2840055T3|2021-07-06|Port plant and method for mooring a floating body in a port plant
    ES2316211B1|2009-12-03|ASSEMBLY SYSTEM OF AQUATIC STRUCTURES ON AN ANCHORAGE FOUNDATION AND FOUNDATION INTENDED FOR SUCH ASSEMBLY.
    ES2638011B1|2018-07-24|Gravity foundation for the installation of offshore wind turbines and meteorological towers
    WO2015085445A1|2015-06-18|Improved facility for capturing sea energy
    ES2439777A1|2014-01-24|Process of replacing or removing the wind turbine in single-floating monolithic structures |
    同族专利:
    公开号 | 公开日
    ES2608504B1|2018-01-26|
    WO2018150064A1|2018-08-23|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US20040169376A1|2001-07-06|2004-09-02|Jacques Ruer|Offshore wind turbine and method for making same|
    WO2013083358A1|2011-12-06|2013-06-13|Winddiver|A floating wind turbine plant|
    DE102011120378A1|2011-12-07|2013-06-13|Werner Möbius Engineering GmbH|Off-shore wind-power plant for being installed at bottom of sea, has nacelle located with rotor and anchoring unit on swimming foundation, which is formed as annular body that is integrally assembled or formed from prefabricated segments|
    GB2538329A|2015-05-05|2016-11-16|Oceanflow Dev Ltd|Platform and assembly solution for a floating offshore device|EP3483431B1|2017-11-14|2020-08-05|Parkwind NV|Wind turbine working platform|
    法律状态:
    2018-01-26| FG2A| Definitive protection|Ref document number: 2608504 Country of ref document: ES Kind code of ref document: B1 Effective date: 20180126 |
    2021-09-28| FD2A| Announcement of lapse in spain|Effective date: 20210928 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201730186A|ES2608504B1|2017-02-15|2017-02-15|SPAR TYPE SELF-INSTALLING FLOATING STRUCTURE FOR SUPPORT OF GREAT POWER AEROGENERATORS|ES201730186A| ES2608504B1|2017-02-15|2017-02-15|SPAR TYPE SELF-INSTALLING FLOATING STRUCTURE FOR SUPPORT OF GREAT POWER AEROGENERATORS|
    PCT/ES2018/000008| WO2018150064A1|2017-02-15|2018-02-01|Self-installable floating spar structure for supporting high-power wind turbines|
    [返回顶部]