Patent Application
20180170488
The present invention relates to a floating construction intended to be installed accordingly in a location on a body of water, a lake or the like, and a method for installing the same.
In particular, the construction of the present invention can be a floating substructure for a wind turbine, essentially made from concrete, which in an installed condition comprises either a semi-emerged shaft and a submerged flotation base, or an emerged shaft and a semi-submerged flotation base. In this context the term “substructure” refers to the part of a wind tower intended to support thereon the generation means of the wind tower, therefore including the tower itself or shaft.
For the sake of clarity in the description, the present document will refer in general to the use of a construction according to the present invention in the sea, without this limiting the scope of the invention with regard to the body of water or the location in accordance with the present invention. Similarly, for the sake of clarity in the description, the present document will specifically illustrate a floating substructure construction for a wind turbine, without this limiting the scope of the invention.
Although as indicated above this invention is particularly applicable for floating substructures for wind turbines essentially made from concrete, this should not be understood as limiting the scope of the description or the claims to the application of the subject matter in this type of construction, nor in substructures made essentially from concrete, as the present invention is equally advantageous for use in substructures which when installed have a bottom segment made mainly from concrete up to a certain height above the water level and mainly from another material (such as steel) above said height, and is also applicable although not preferable in substructures made of a material other than concrete (such as steel) in their entire vertical dimension.
Thus, the main field of application of the present invention is the large-scale structure construction industry, particularly with concrete, in combination with the industry of renewable or green power, specifically wind power.
It is well known that wind power has gained great relevance in recent years in Spain, Europe and the rest of the world. All forecasts point to a sustained growth in wind power generation worldwide. Energy policies of the most advanced and richest countries include among their goals an increased presence of wind power.
Within this context, offshore wind farms are beginning to appear, confirming the expectation of great growth in the use of this technology in coming years. Offshore wind farms clearly entail greater costs, depending of course on the depth of the water at their location, but the wind quality is better, wind speeds are higher and turbulence is lower, resulting in more production hours which, in addition to the higher density of air at sea level generates higher income than land-based wind farms, compensating for the higher initial investment costs. In fact, it is now common, particularly in Germany, Great Britain and Scandinavian countries to promote and build offshore wind farms, with a great number of such farms being studied, in line with the expected growth of this type of wind farms, closely linked to strategic goals set by governments for reaching specific renewable energy production quotas. The trend towards using turbines with greater power and size in order to reduce the unit costs of the installed power has been constant in the development of wind turbines, particularly so for offshore wind power. Nearly all large wind turbine manufacturers are studying or in the later stages of developing high power models, with 3 or more megawatts, adapted to marine conditions, which are particularly demanding.
This power escalation and the particularly demanding marine conditions in turn imply a considerable increase in the demands on the substructure that must support the turbines, which requires developing novel concepts for said substructure with increased capacity, optimum strength and a competitive cost, particularly if the substructure will be used in locations with great depth, which may be advisable in some circumstances. Floating solutions have been proposed for these sites, all of which have been built so far have used a metal substructure.
Among the main drawbacks and limitations of known floating solutions are the following:
With regard to the manufacturing material, structural concrete turns out to be an optimum material for constructions on water, particularly marine offshore constructions. In fact, although the use of metal structures is predominant in mobile floating elements, as an extension of naval practice and always linked to continuous maintenance, concrete is instead an advantageous alternative and is therefore more common in all types of fixed maritime constructions (ports, docks, breakwaters, platforms, lighthouses, etc.). This is mainly due to the durability, robustness and structural strength, reduced sensitivity to marine corrosion and practically maintenance-free service of structural concrete. With a proper design, fatigue sensitivity is also very low. Its useful lifetime generally exceeds 50 years.
Moreover, concrete is advantageous due to its tolerance in case of impact or collisions, and can be designed for example to withstand forces generated by drifting ice or the impact from small ships, as well as due to the simplicity and economy of any necessary repairs.
Structural concrete is also a universal construction material, and the raw material and construction means are accessible worldwide and have moderate costs.
For this reason, concrete is increasingly used to build offshore substructures, although until now it has been generally used for substructures with foundations on the seabed, and therefore for small depths or complex structures.
One object of the present invention relates to a floating construction for a wind turbine comprising:
Said shaft is formed from at least two tubular segments placed on each other coaxially, possibly with partial axial overlap, until reaching the planned height, of which at least one can be tapered in an upward direction in the installed condition of the substructure. Between two successive segments there is therefore a corresponding horizontal union. Among the shaft segments, the shaft segment intended to be placed directly on said flotation base in the installed condition of the substructure is hereinafter referred to as the “base segment” and any segment other than the base segment is hereinafter referred to as a “superposition segment”. The superposition segment intended to be placed at the top of the shaft in the installed condition of the substructure is hereinafter referred to as the “head segment”.
Each one of these segments can be a single piece (hereinafter referred to as an “integral segment”). Alternatively, at least one of said segments can be formed by at least two arched segments, joined to complete the circumference of the corresponding segment. Between two successive arched segments there is therefore a corresponding vertical union.
In addition, the base segment of a substructure shaft and the flotation base of said substructure can be joined continuously or be made from a single piece, without thereby departing from the scope of the invention.
Said floating substructure for a wind turbine, in an installed condition comprises either a semi-emerged shaft and a submerged flotation base, or an emerged shaft and a semi-submerged flotation base. In this regard, in the present invention it is considered that the part of the wind tower at a lower height than the maximum height of any component of the flotation base forms part of said flotation base.
The floating construction in accordance with the present invention can also comprise a stay the upper end of which is joined to the building, preferably a shaft, and the lower end of which is joined to the flotation base. At least one of said stays is inclined such that the lower end of the stay is farther from the central vertical axis of the building than the upper end of the stay. At least one of said stays can be formed by the extension of a corresponding retaining cable, in which case the flotation base comprises a deflection element that allows creating an elbow in the alignment of the retaining cable and the upper end of the retaining cable is finally joined to the building.
The flotation base can be a structure that comprises a single body, essentially closed, sealed and hollow, in the form of a box, that is preferably made from concrete, or can be a structure comprising at least two essentially closed bodies, sealed and hollow, in the form of a box, of which at least one is preferably made substantially from concrete, said bodies joined to each other directly or through a structure such as a lattice or bar structure. Each of said bodies can have one or several inner compartments, sealed or in communication with each other.
A floating construction in accordance with the present invention can be transported over water by towing or self-propulsion to the final location. For this purpose, the flotation base and at least part of the building can form a transportation unit that is floating and free standing. In the case of a floating construction that is a floating substructure for a wind turbine comprising a telescopic shaft according to the present invention, the flotation base, the telescopic shaft in its retracted condition (that is, with the base segment integrally joined to the flotation base and the superposition segments provisionally housed inside each other and inside the base segment), and at least part of the turbine means joined to the head segment of said telescopic segment, can form a transportation unit that is floating and free standing. The telescopic shaft in its retracted condition allows lowering the centre of gravity of the transportation unit and thereby improving its stability.
Preferably, during transportation the flotation base remains semi-submerged and the building, including if applicable the telescopic shaft in its retracted position, remains completely emerged. However, in the installed condition of the substructure, the flotation base is preferably completely submerged and the building is partially submerged.
In the installed condition of the construction, the central vertical axis of the building coincides with the central vertical axis of the flotation base.
For their part, said downward impelling means may comprise attachment means to the seabed such as driven piles, anchored micropiles, anchored bulbs of hardening material or anchored suction buckets, or other elements or combination of elements known in the art to generate a connection with the seabed and which can resist the upward force transmitted to them by the retaining cables. Said downward impelling means may also comprise attachment means to the seabed such as gravity systems based on the use of one or more massive elements arranged on the seabed that can resist, due to their own weight, at least part of the upward force applied on them by the retaining cables. In this case, at least one of said massive elements may comprise a concrete box, essentially hollow, the interior of which in the installed condition is completely or partially filled with ballast material, which can be a liquid or solid material. Said concrete box can be self-buoyant and free-standing in its unballasted condition, such that it can be towed to the location and ballasted on site to submerge it until it rests on the seabed.
The retaining cables, once joined to said flotation base and to said downward impelling means, can be vertical and thus parallel to one another, or they can also have a certain inclination to the vertical, for better resistance and rigidity to possible horizontal forces that they may be subjected to.
The construction according to this invention may also comprise lateral means for maintaining the position that join the floating construction to the seabed, thereby preventing the construction from drifting. Such lateral means for maintaining the position may comprise at least one mooring attached on one end to the seabed and on the other end to any element of the floating construction. The attachment of said mooring to the seabed can be performed by various systems known in the art, such as anchors, single point mooring or simply by gravity if there are a plurality of moorings of great size and length.
At least one of said massive elements can be provisionally abutted to the flotation base. Thus at least one of said abutting massive elements can form part of the transportation unit and be transported together with the flotation base and the building, and once at the site released or separated from the flotation base until reaching its position in the installed condition of the construction.
The floating construction according to the present invention can comprise means for provisional collection of the retaining cables to transport them wound or in reels, forming part of the transportation unit and/or part of at least one massive element. Said elements allow efficient transportation of the retaining cables, such that during the installation of said cable it can be wound or unwound gradually, improving the efficiency and simplicity of the installation process, especially when the downward impelling means comprise massive elements which are ballasted for gradual descent until reaching the installed condition of the floating construction.
In addition, the flotation base of a floating construction according to the present invention can comprise at least one extensor arm that extends laterally outward from the perimeter of the body or group of bodies of the flotation base. In this case, at least one of the retaining cables can be attached at its upper end to a corresponding extensor arm, preferably to the free end of a corresponding extensor arm. In this case, at least one of the stays can be attached at its lower end to a corresponding extensor arm. Also in this case, at least one of said stays can be formed by the extension of a corresponding retaining cable, in which case the extensor arm comprises, preferably at its free end, a deflection element that allows creating an elbow in the alignment of the retaining cable and the upper end of the retaining cable is finally joined to the building. Also in this case the lateral means for maintaining the position can be attached on one end to the seabed, and on the other end to at least one of said extensor means.
The floating construction according to the present invention can include under the flotation base at least one chamber with pressurised gas (for example, pressurised air) that increases the volume of water displaced by the flotation base and therefore increases the upward buoyancy force exerted on it. The enclosure containing said pressurised gas chamber is open on the bottom such that it is connected to the body of water of the site. In addition, means for controlling and adjusting the volume and/or pressure of the air contained in said pressurised gas chamber can be provided, allowing to regulate the upward buoyancy force on the flotation base and in this way regulate the tension in the retaining cables, adapting it as required particularly in view of the wind or wave conditions.
Moreover, in this case the floating construction in accordance with the present invention can include on the flotation base means for harnessing energy from waves, which include at least one Wells type turbine on an air passage through the bottom side of the flotation base, communicating the essentially sealed internal enclosure of the flotation base and/or the building with said pressurised gas chamber. Furthermore, the floating construction in accordance with the present invention can comprise a system for regulating the size of at least one pressurised gas chamber by adjusting the volume and/or pressure of the air contained therein, which allows adjusting the resonant frequency in said pressurised gas chamber to the predominant period ranges in the incident waves, thereby increasing the oscillations of the water level in said pressurised gas chambers caused by the waves and the energy harnessing thereof.
Said Wells type turbines allow harnessing the energy from waves by the method known as oscillating water column; the waves produce rises and falls in the water sheet inside the enclosure containing the pressurised gas chamber, thereby propelling air through the passage between the gas chamber under the flotation base and the inside of the base of the flotation chamber or the shaft. The Wells type turbine can generate energy using the air flow through said passage in either direction.
Although the Wells turbine is the preferred type, other types of turbines known in the art can be used to harness the energy from a moving fluid without thereby departing from the scope of the invention.
Another object of the present invention relates to a method for installing a floating construction as described above.
The installation method according to the present invention comprises the following steps, in any order technically possible:
A) manufacturing the flotation base on-shore or in-shore,
B) dry manufacturing the telescopic shaft, including at least one base segment and one head segment,
C) forming a transport unit on-shore or in-shore according to the following sub-steps:
C1) attaching the telescopic shaft in retracted condition to the flotation base,
C2) attaching at least part of the wind turbine means to the head segment,
C3) attaching the extensor arms, if applicable, to the flotation base,
C4) attaching the stays, if applicable, to the flotation base,
C5) attaching the wave energy harness means, if applicable, to the flotation base,
D) transporting the transport unit in a self-buoyant manner, either by using tug boats or by self-propulsion, to the site,
E) attaching one end of the retaining cables to the flotation base and attaching the other end of the retaining cables to the downward impelling means,
F) attaching to the substructure, if applicable, the means for maintaining the lateral position,
G) extending the telescopic shaft together with the wind turbine means.
The wind turbine means (step C2) are preferably attached before step D) self-buoyant transport and before step G) extension of the telescopic shaft, but they may be attached at a different time without thereby departing from the scope of the present invention.
Step E) may be carried out at different phases, which may also be alternated with other steps of the installation method. Thus, for example, the retaining cables can be fastened at one end to the attachment means to the seabed in advance and before step D), and by the other end to the flotation base after step D). Alternatively, the retaining cables can be fastened on one end to the flotation base before step D) and by the other end to the attachment means to the seabed after step D)
The installation method according to the present invention also comprises before step D) the following step:
H) placing the flotation base on the body of water at the site.
The installation method according to this invention may also comprise, after step D) and before completing step E), the step:
I) ballasting the flotation base to submerge it to the desired depth for the installed condition, which preferably coincides with the depth at the installed condition of the top end of at least one of the retaining cables.
Once step E) has been completed, the flotation base shall reduce its ballast, thus increasing the buoyant force it receives and therefore the tension applied on the retaining cables.
The installation method according to this invention may also comprise, after step C) and before step E), the step:
J1) provisionally attaching flotation stabiliser means to the floating construction;
in which case the installation method according to the present invention can also comprise after step E) the following step:
J2) removing the flotation stabiliser means from the floating substructure.
Said flotation stabiliser means may include:
The controlled ballasting procedure for the flotation base that uses the auxiliary floatation means described herein can also be used for the ballasting procedure for platforms intended to rest on the seabed in their installed condition, according to this invention.
The installation method according to the present invention can also comprise before step E) the following steps:
K1) manufacturing on-shore or in-shore at least one concrete box with the downward impelling means and placing it in the body of water of the site,
K2) transporting said concrete box in a self-buoyant manner, using tug boats, to the site,
K3) ballasting said concrete box such that its total weight increases enough to offset the upward forces that may be transmitted by the retaining cables and such that it is submerged to its operational depth.
The installation method according to the present invention can also comprise before step E) the following step:
M) placing on the flotation base traction means for the retaining cables;
such that the installation method according to the present invention can also comprise in step E): actuating said traction means for the retaining cables to vertically move the flotation base.
In at least one of said steps of the installation method according to the present invention, one or more tug boats can be used to control the surface position of the floating substructure.
Optionally, step G) of the installation method according to the present invention is divided into two or more steps, including one or more stages after step D) and before step E) and one or more stages after step E)
Similarly, step D) of the installation method according to the present invention is preferably divided into two or more steps, including:
Finally, if step C2) includes installation on the head segment of only one part of the wind turbine means, the method also comprises after step D) the following step:
N) assembling on the head segment all the wind turbine means.
It must be noted that, by using a special type of substructure designed to provide solutions for a supporting substructure for large capacity turbines, the present invention allows providing a repowerable substructure. That is, a substructure originally designed with an increased capacity and adaptability to allow repowering (subsequent replacement of the original turbine by a new turbine with greater power, efficiency and profitability) using the same substructure.
It must also be noted that the installation method according to the present invention as described above is reversible. That is, the steps performed can be executed in the opposite order to dismantle the construction, in order to remove it completely or to perform work of any type on the structure in port and reinstall it. In addition, when the floating construction is a floating substructure for a wind turbine, the telescopic shaft can be configured to return to the retracted condition at any time of the useful lifetime of the substructure, such as for maintenance actions or for repowering.
The present invention therefore provides a floating construction and a method for installing the same that are advantageous for great depths, particularly applicable to constructions made essentially from concrete and with little or no dependence on great maritime means for transporting, handling and hoisting the construction elements, consequently implying a low or null cost associated to said means.
The flotation base according to the present invention can be considered to be analogous to the foundation block of a gravity foundation solution resting on the seabed. However, it is possible to make the flotation base of the present invention with a less complex design if it is not ballasted, as this allows preventing valve mountings for such purpose. Even if it is ballasted, the external and internal pressure differences on the walls of the flotation base are less than those withstood in case of ballasting to the seabed. In addition, the flotation base of the present invention requires a less bulky structure since the efficacy of the gravity foundations with respect to stabilisation are closely linked to their weight, which is normally solved by using large volumes heavily ballasted that must be able to withstand the transmission of high forces to the seabed. These features can allow keeping costs relatively low.
In short, the present invention provides a floating construction and a method for installing the same in offshore waters that are advantageous for great depths, are relatively simple, efficient, safe and economical, both for installation and maintenance, and/or, in the case of floating substructures for wind turbines, repowering.
These and other features and advantages of the present invention will become apparent in view of the following non-limiting description of an embodiment of the invention, made with reference to the accompanying drawings, where:
With reference to the accompanying figures, all of which show a floating construction which, in installed condition, according to the present invention, comprises: a floating base 2, which includes at least one body with an essentially hollow enclosure 25, the maximum horizontal dimension of which is greater than its maximum vertical dimension; a building supported by said flotation base 2; downward impelling means; and at least three retaining cables 8 the corresponding upper ends of which are joined to said flotation base 2 and the corresponding lower ends of which are joined to said downward impelling means: In addition, in
However,
Specifically,
More specifically, in the embodiment shown in view 6(a), the stabilisation means 27 comprise three floats attached to the flotation base 2 at a relatively fixed position, each float having sufficient height to remain always partially emerged throughout the step of ballasting and descent of the floating substructure 1 to its operating depth. In this embodiment, two tug boats would be connected to the flotation base 2 of the floating substructure 1 at diametrically opposite points, to increase control in the positioning of the floating substructure 1.
In the embodiment shown in view 6(b), the stabilisation means 27 comprise three floats connected to one another and comprising guiding means 33 with the shaft that maintain their relative plan position with the flotation base 2 (the drawing only shows two floats due to the type of view used), each float having a motorised reel comprising launching means 29; in this case said launching means 29 consist in a rope attached at its free end to the flotation base 2, such that said motorised reel pays out rope during the ballasting and descent of the floating substructure 1 to its operating depth. Said rope is pre-stressed.
In the embodiment shown in view 6(c), the stabilisation means 27 comprise a single float partially surrounding the base section 4, the float having a U-shaped geometry in plan view, and comprising traction means 31, which in this case consist in three motorised reels, each of which comprise a rope attached at its free end to the flotation base 2, such that each one of said motorised reels pays out rope until the floating substructure 1 is ballasted and descends to its operational depth.
In the embodiment shown in view 6(d), the stabilisation means 27 comprise two barges or vessels that have a motorised reel each comprising a rope attached at its free end to the flotation base 2 (in this embodiment, in particular to a respective extensor arm 19) such that said motorised reel pays out rope as the floating substructure 1 is ballasted and descends to its operational depth.
Finally, in the embodiment shown in view 6(e), the stabilisation means 27 comprise three floats (although the cross sectional view only shows two) connected to the flotation base 2 via extensor arms 39 which in this case are provisional, and also comprise support vessels 27 provided with launching means 29. In this case, the floats remain emerged during part of the ballasting procedure for the flotation base 2 from but not in the final stages of the ballasting procedure.
In the embodiment shown in view 7(a), the stabilisation means 27 comprise three floats that are connected to one another and comprise sliding or guiding means 33, such that they allow the shaft to slide during the ballasting and/or descent of the flotation base 2 while the floats 27 remain at the surface (the drawing only shows two floats due to the type of view used). In this embodiment stage the flotation base 2 is semi-submerged during the transport operation.
The embodiment shown in view 7(b), shows a subsequent embodiment stage, wherein the flotation base 2 is submerged, while the floats 27 remain at the surface, such that the shaft slides during the ballasting and/or descent of the flotation base 2.
Reference will now be made to
In this embodiment, the cables may be arranged at an angle to the vertical such that the lower end of each cable is farther from the central vertical axis 10 of the shaft than the upper end of the same cable, without thereby departing from the scope of the invention.
In this embodiment, the cables may be arranged at an angle to the vertical such that the lower end of each cable is farther from the central vertical axis 10 of the shaft than the upper end of the same cable, without thereby departing from the scope of the invention.
In addition, the floating substructure 1 includes three stays 20, each of which starts at a corresponding extensor arm 19 and is joined by its other end to the upper end of the base segment 4 of the shaft of the floating substructure 1. In fact, in this embodiment three strands are provided, each of which is attached on one end to its corresponding pile 12 and on the other end to the upper end of the base segment 4 of the shaft of the floating substructure 1. Each of said strands passes through a deflection element 21 placed at the free end of a respective extensor arm 19, such that each strand is divided into a bottom segment reaching from an extensor arm 19 to the corresponding pile 12 and an upper segment that extends from an extensor arm 19 to the upper end of the base segment 4 of the shaft of the floating substructure 1. Then each of said lower segments forms each of said retaining cables 8, and each of said upper segments forms each one of said stays 20. Said deviation element 21 in this embodiment is a plastic element with a curved face that allows the cable to deflect, adopting a suitable bending radius.
With reference to
In fact, once the transport stage illustrated in view 8(a) is completed and prior to the moored condition illustrated in view 8(b), the common box 34 is ballasted so that it descends until resting on the seabed, at the same time as the retaining cables 8 that attach said common box 34 to the flotation base 2 are paid out.
View 8(b) then shows the transport unit 9 with the abuttable massive element in its moored and ballasted condition, where the retaining cables 8 are totally paid out and the common box 34 is resting on the seabed, and the flotation base 2 is substantially floating at the surface of the water.
After this and before the installed condition illustrated in view 8(c), traction means 31 for the retaining cables 8 are used that haul in a predetermined amount of cable, which causes the descent of the flotation base 2 to its operating depth since the ballasted common box 34 remains anchored to the seabed due to its weight. Said traction means 31 are in this case heavy-lift strand jacks that are operated from accessible cabins inside the flotation base 2.
The view 8(c) thus shows the floating substructure 1 according to this invention in said installed condition, where the cables are paid out in the precise measure so that the flotation base 2 is located at its operating depth, and the common box 34 rests on the seabed. In this case the shaft of the floating substructure 1 is semi-emerged and the flotation base 2 is submerged.
Said traction means 31 can already be applied initially to the floating substructure 1 and optionally be used to pay out the retaining cable 8 during the ballasting stage for the common abuttable box 34. Similarly, said cables can already be applied initially to the common box 34 and be collected during the transport stage via cable collection means 30.
In the embodiment according to the invention of
In the embodiment of
In turn, in the embodiment of
The floating substructure 1 of this embodiment also comprises three stays 20, each of which arise from each one of the additional hollow bodies and are joined to the upper end of the base segment 4 of the shaft of the floating substructure 1. Preferably the lower end of a stay 20 of a floating construction according to the present invention will be joined to the flotation base 2 of the floating structure at a position close to or aligned with the point of union of the upper end of one of the retaining cables 8 to the flotation base 2.
In this embodiment the segments of the telescopic shaft 3 are formed by prefabricated half-segments which, joined at vertical joints 38, form essentially cylindrical segments of the shaft. Similarly, formed between said cylindrical segments are horizontal joints 37 along the shaft.
The tower segments formed by half-segments can be preassembled in dry dock and/or in port to form full segments, and then the full segments attached to the flotation base 2, as an intermediate step also applicable to other offshore substructures that use telescopic towers such as that described in the present invention.
Lastly,
More specifically, the peripheral wall of the flotation base 2 is extended downward such that a cavity facing downward is defined. This cavity initially contains air which is trapped when the flotation base 2 is placed in the body of water of the site. In addition when the flotation base 2 is submerged said trapped air is compressed, forming said pressurised gas chamber 22. Alternatively or additionally, air or any other pressurised gas can be introduced in said pressurised gas chamber 22. In addition, the flotation base 2 is compartmentalised. Each compartment has an opening in the end wall and, in corresponding with each such opening, a Wells type turbine 23. In addition, the compartments also have an opening in each partition wall between compartments. The partitions between compartments also extend downward such that said pressurised gas chamber 22 is also compartmentalised.
The power generation system of a Wells type turbine 23 is based on the OWC (oscillating water column) technology, which relies on the pressure changes generated by waves on the air chamber 22 that drive air through the Wells type turbines 23.
The presence of Wells type turbines 23 in the embodiments of the present invention to generate power from waves in which the floating construction is a floating substructure 1 for a wind turbine is particularly appropriate as all the infrastructure provided for evacuating the power generated by the wind turbine is already present.
In addition, the pressurised gas chamber 22 can comprise means for controlling and regulating the volume and/or pressure of the gas contained in said pressurised gas chamber 22, in order to regulate or help regulate the depth of the floating substructure 1 and to adjust or help adjust the resonant frequency of the gas chamber 22 to improve the efficiency of the oscillating water column system.
Naturally, the principal of the present invention remaining the same, the embodiments and constructive details may vary considerably from those described and represented for illustration purposes and in a non-limiting sense, without thereby departing from the scope of the present invention as defined in the accompanying claims.
For example, by way of illustration, in light of the teachings of this document it would be obvious for a person skilled in the art that the turbine means could comprise up-wind or down-wind turbines, as well as any number of blades, not being limited to three blades as shown for illustration purposes.
Also for purposes of illustration, although the present document refers to “cables” used to connect the downward impelling means and the flotation base, a person skilled in the art will understand that instead of cables these can be chains, rods, slings or the like, without thereby departing from the scope of the invention.
Also for purposes of illustration, a person skilled in the art in view of the teachings of the present document will find it obvious that the lateral extensions referred to herein as “arms” can be coupled or even integrated in a lateral extension in the form of a continuous crown or as crown arcs, or in any other type of structure, without thereby departing from the scope of the invention. Similarly, it will be obvious for a person skilled in the art in view of the teachings of the present document that although essentially circular shapes are preferred for many of the elements comprised in the invention such as the shafts, hollow bodies or boxes, many other shapes are possible without departing from the scope of the invention, such as square or rectangular shapes, or regular and irregular polygons.
Known techniques may be used to regulate the volume and/or weight of the ballast material of the massive elements, such as those analogous to that used in submarines to control depth.
| Number | Date | Country | Kind |
|---|---|---|---|
| P201430794 | May 2014 | ES | national |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/ES2015/070416 | 5/27/2015 | WO | 00 |
