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    • 专利摘要:
    Invention Patent: "PROCESS TO INSTALL AN OFFSHORE TOWER". This is a process for installing an offshore tower that comprises: a) fabricating a foundation comprising a block (1, 1 '), fabricating at least one overlapping section of a rod (7) and fabricating a base section ( 25) of a rod; b) apply said base section to said foundation block (starting unit) to assume the relative position for the installed condition, apply said overlapping sections to said starting unit in a multilayer configuration and apply suspension means to said foundation block and / or said base section; c) move said starting unit to the installation point; d) introduce the ballast into said foundation block, so that said starting unit sinks until it rests at the bottom of the body of water; e) act on said means of suspension to expand said sections to the installed condition; f) between step a) and step c), place said foundation block or the starting unit in the water body of the installation point.
    公开号:BR112014009389B1
    申请号:R112014009389-0
    申请日:2012-10-18
    公开日:2021-02-23
    发明作者:Miguel Ángel Fernández Gómez；José Emilio Jimeno Chueca
    申请人:Esteyco Energia S.L.；
    IPC主号:
    专利说明:

    DESCRIPTION FIELD OF THE INVENTION
    [0001] The present invention relates to a process for installing a tower, for use in a body of water, mainly in the sea (therefore, usually called “offshore”).
    [0002] In particular, the present invention relates to a process for installing a tower rod, basically produced from concrete (optionally reinforced), metal or a concrete / metal combination, of the semi-submerged (or semi-emerged) type in installed condition and a corresponding tower foundation, basically produced from concrete, of the submerged type in installed condition.
    [0003] This type of assembly is mainly used as a support for wind turbines and, in this case, is globally referred to as "substructure". Throughout this descriptive report, for the sake of simplicity, the term substructure should be used to refer to the unit formed by the rod and the foundation, without limiting the scope of the description or claims to the application of the object of the invention to wind turbines.
    [0004] In particular, this invention is applicable both to substructures basically produced from concrete in its entirety, and to substructures that have a foundation basically produced from concrete and a stem mainly produced from concrete up to a certain height above water level and, mainly, from another material (for example, steel), above said certain height.
    [0005] Therefore, the main sector of the application of the invention is the renewable or green energy industry, in particular, wind energy. BACKGROUND OF THE INVENTION
    [0006] The growing importance of wind energy in recent years in Spain, Europe and the rest of the world is well known, and forecasts point to sustainable growth in wind power generation worldwide. The energy policies of the most advanced and economically powerful countries include a high presence of wind energy among their objectives.
    [0007] In this context, offshore wind farms are beginning to emerge, thus confirming forecasts of marked growth in the application of this technology in the coming years. Although wind farms built in offshore locations are certainly more expensive, of course, depending on the depth of the waters where they are installed, the wind has higher quality, higher speed and less turbulence and, consequently, the number of hours of production is higher, which, added to the high density of the air at the water level, generates higher yields than farms located on land, offsetting the excess cost of the initial investment.
    [0008] The development and construction of offshore wind farms is frequent and the number of marine wind farms under study today has grown significantly, particularly in Germany, the British Isles and the Scandinavian countries, in line with the expected growth of these types of wind farms. farms, closely linked to the strategic objectives established at the state level, aimed at achieving certain shares of renewable energy. The tendency to use more powerful and larger wind turbines in order to reduce the cost of the installed power unit has always been present in the development of a wind turbine and is, if possible, even more pronounced in the case of offshore wind energy. Virtually all large wind turbine manufacturers have very powerful models, three megawatts or more, under study or at an advanced stage of development, adapted to offshore conditions, which are particularly demanding. This, in turn, represents a significant increase in the specifications and requirements regarding the substructure - foundation and rod - imposed on wind turbines, which, in addition to their use in increasingly deeper locations, will require the development of new concepts for the said substructure, with high capacity and competitive cost.
    [0009] The solutions generally contemplated in the current state of the art for the construction of offshore farms are listed and described below, in a non-limiting way and which aims to guide.
    [0010] Shallow water depths: - Single metallic stake driven not connected to the own metallic tubular tower rod. - Gravity-based foundations: concrete structural foundations, often with pedestals. These are transported and anchored using barges and / or marine cranes. - Suction bucket: based on impermeable actuation buckets on the seabed, which consequently leverage the differences in the pressure generated.
    [0011] Medium and deep water depths: - Tripod: the metal tower is supported by a structure that has three inclined legs that rest on the seabed using driven piles or another similar system. The tower can be centralized in relation to the legs of the tripod or arranged on one of said legs. - Triple stake: the metal tower rests, by means of a cross-shaped transition part that has three arms, in three submerged vertical piles driven on the seabed. - Jacket: the metallic tower is supported by a jacket structure that has four legs or columns.
    [0012] In the case of ultra-deep water depths, floating solutions anchored on the seabed were contemplated.
    [0013] An overview of the state of the art results in the following general considerations: - All solutions are based on rods, in the case of metal tubular towers. - Solutions for medium and deep water depths include a change in the type of tower rod, with a tubular metal tower for the emerged part and a highly differentiated element for a submerged part (tripod, jacket, etc.). - Gravity-based concrete foundations are covered by shallow depths, such as semi-submerged structures, and include installation by means of marine cranes.
    [0014] Among the main disadvantages and limitations of known solutions, contemplated for the substructure of an offshore wind turbine, the following must be emphasized: - High costs arising from the scarce and expensive means of transportation, handling and suspension of the foundation, the tower and of the turbine elements in the sea. - The low durability of steel in marine environments due to aggressive environmental conditions (high humidity / salinity), particularly in tidal zones, leads to high and expensive maintenance requirements. This, added to the high sensitivity of metal structures to fatigue stresses, limits the service life of the metal components of the substructure. - Highly sensitive to collisions with marine vessels, glaciers and objects carried by the current, in general. - Highly dependent on complex and uncertain geotechnics in different cases of gravity-based foundations. - In cases of ultra-deep water depths: complex, sensitive and costly transition zones between the tubular shaft emerging from the tower and the different types of partially submerged elements connected to the foundations at sea level. - High environmental impact of driven pile solutions due to noise and vibrations generated by them during their execution. - Uncertainties arising from the variability in steel prices, which are noticeably more pronounced than those of concrete. - High sensitivity to critical connection details with foundations through driven piles, which need to sustain the low accuracy of the redesign of driven solutions and have been a source of significant pathologies on current farms. - The tubular metal towers are based on pieces of pipe produced at the factory with the circumference closed, which limits the maximum diameters if road transport is necessary. This limits the capacity and height of the tower. If diameters larger than those transportable by road are sought by making the towers in shipyards or coastal facilities, this will considerably limit the potential industries and factories to produce these towers. - Solutions involving limited tower stiffness, which limit the capacity for higher tower heights and wind turbine sizes, particularly with low stiffness foundation solutions, which is the most frequent case in offshore installations. - The costly elements for the submerged part of the installation increase exponentially with depth. - High dependence on specific means for suspension and transportation in marine environments, which are very expensive and hardly available. SUMMARY OF THE INVENTION
    [0015] The present invention aims to solve or mitigate the disadvantages and limitations of the prior art.
    [0016] Structural concrete has proven to be a suitable material for offshore constructions, in particular, for marine constructions.
    [0017] Thus, the present invention promotes the use of structural concrete for the tower as a technically and economically advantageous material in different aspects, in particular, for applications in the demanding and aggressive marine environment. Although metallic structures are used mainly in floating floating elements, as an extension of naval practices and always associated with uninterrupted maintenance, concrete is, in turn, an advantageous alternative and, therefore, more frequent in all types of constructions permanent marine vessels (ports, docks, docks, breakwaters, platforms, lighthouses, etc.).
    [0018] This is basically due to structural durability, ro-bustiness and resistance to low sensitivity, marine corrosion and a service life that is practically maintenance-free for structural concrete. When properly designed, its useful life typically exceeds fifty years.
    [0019] Additionally, concrete offers advantages due to its tolerance to impacts or collisions and can be designed, for example, to sustain the forces generated by ice carried by the current or by impact with small ships, as well as ease and economy eventual repair.
    [0020] Structural concrete is also a universal building material and the raw materials and the means to manufacture it are readily available all over the world and are relatively affordable.
    [0021] Therefore, not only is it known, but it is also accepted that concrete is a material especially suitable for marine construction and the present invention promotes the use of it, which allows it to leverage its qualities for the particular restrictions and circumstances of farms offshore wind farms, as opposed to current practices for the construction of these types of facilities, which are mainly based on the use of steel.
    [0022] Specifically, the present invention relates to a process for installing a substructure that includes: a tower rod basically produced from concrete (optionally reinforced), metal or a concrete / metal combination, of the semi-submerged type in condition installed and a corresponding tower foundation produced from concrete, of the submerged type in installed condition.
    [0023] Said rod is formed by at least two pipe sections, preferentially and basically made of concrete, in most cases, tapered upwards in installed condition, which are placed one on top of the other, coaxially, both with edge to edge as with an overlap connection, until the contemplated height is completed. Therefore, there are respective horizontal joints between successive sections. A section of the rod is intended to be disposed in a condition installed directly on said foundation and must hereinafter be called “base section” (any section, except the base section, must hereinafter be called “overlapping section”). One of the overlapping sections is a top section, intended to be located at the highest position on the stem in installed condition.
    [0024] Each of the said sections can be made from a single piece (hereinafter “integral section”). Alternatively, at least one of said sections can be formed by at least two parts in a circular arc (or staves), arranged side by side until completing the contemplated circumference of the corresponding section. Therefore, there are respective vertical joints between successive staves.
    [0025] Furthermore, a configuration where a plurality of sections are essentially arranged at the same level and coaxially to each other is hereinafter referred to as "multilayer configuration".
    [0026] The installation process, in accordance with the present invention, comprises the following step, in chronological order: a) dry-making a foundation that comprises a block basically produced from concrete, the said block of The foundation is essentially hollow and impermeable and has the first ballast valve means in order to open a passage inside said foundation block, dry manufacture at least one overlapping section of a stem and dry manufacture a base section of a rod; b) apply, mechanically or integrally, said base section to said foundation block, in such a way that said base section and said foundation block assume the relative position considered for the installed condition, in which said section of base and said foundation block form a unit hereinafter called "starting unit", to apply said overlapping sections to said starting unit, so that said base section and said overlapping sections are in a multilayer configuration and applying external suspension means to assemble towers and / or self-suspending means to said foundation block and / or said base section; c) move said starting unit, in an autoflowering way, through the body of water, in which the installation point of said substructure is located, until the installation point of said substructure; d) act, in a controlled manner, said first ballast valve means of said foundation block in order to open a passage inside said foundation block and introduce the ballast into said foundation block through said passage, in such that the said starting unit sinks until it rests at the bottom of the body of water; and e) actuating said external suspension means to assemble towers and / or said self-suspending means in order to expand said sections in the installed condition of the resulting rod.
    [0027] It should be understood that, in the event that one of said overlapping sections is formed from staves, the dry fabrication of said overlapping sections includes the pre-assembly of said staves to form complete sections.
    [0028] The installation process, according to the present invention, also comprises the following step:
    [0029] after step a) and before step c): f) place said foundation block or said starting unit in the water body where the installation point of said substructure is located.
    [0030] For example, said foundation block and said base section are manufactured dry using dry docks or locks or even floating docks in order to allow the foundation block, top section and bottom to float. base section from the same point of manufacture or with the use of ramps, suspension platforms (for example, a ship lift platform (synchrolift)) or any other means known in the art to launch large ships and others marine structures.
    [0031] The installation process, according to the present invention, can also comprise the following step:
    [0032] after step f): g) arranging said foundation block in one position, so that said first ballast valve means is submerged at least partially in the water body where the installation point of said substructure is located.
    [0033] If the installation process, according to the present invention, includes step g), the ballast that is introduced in step d) can be water from the body of water where the installation point of said substructure is located.
    [0034] The installation process, according to the present invention, can also comprise the following step:
    [0035] after step a) and before step c): h) laterally apply at least one auxiliary structure that has positive buoyancy to said foundation block and / or said base section.
    [0036] If step h) above is implemented, step b) can be replaced by the following step: b ') apply, mechanically or integrally, said base section to said foundation block, in such a way that said base section and said foundation block assume the relative position contemplated for the installed condition, in which said base section and said foundation block form a unit henceforth called “starting unit”, apply said overlapping sections to the said starting unit, so that said base section and said overlapping sections are in a multilayer configuration and apply external suspension means to assemble towers and / or self-suspending means to said foundation block and / or to said base section and / or said at least one auxiliary structure.
    [0037] The installation process, according to the present invention, can also comprise the following step:
    [0038] after step a) and before step c): i) apply wind turbine means to said foundation block and / or said base section and / or said overlapping sections and / or, if step h) above is implanted, to said auxiliary structure.
    [0039] Throughout this specification, the term “wind turbine means” is intended to mean any or all portions of a unit for the transformation of wind energy into electrical energy comprising nacelle, generator, blades and functional elevations.
    [0040] In step i), said wind turbine means can be applied in a temporary position, that is, in a position different from the position they occupy in the installed condition, in this case, the installation process, in accordance with the present invention, also comprises the following step:
    [0041] after step i): j) arrange said wind turbine means in the top section.
    [0042] In the alternative, said wind turbine means, which possibly even include blades, can be applied in step i), directly in the overlapping section that is intended to be the top section.
    [0043] In the installation process, according to the present invention, said foundation block is configured in such a way as to have the necessary buoyancy for step c). Additionally or alternatively, said starting unit is configured in such a way as to have the necessary buoyancy for step c).
    [0044] Optionally, said foundation block is multicellular (that is, it is internally divided into impermeable enclosures by means of partitions). In that case, at least one of said partitions may include the first distribution valve means for fluid communication between adjacent impermeable shells, in which case, said first distribution valve means can be acted in such a way as to cause spatially selective ballast of said foundation block, in order to assist the orientation of said starting unit during transport or sinking or anchoring.
    [0045] Additionally, said foundation block can be shaped in a platform format, preferably with a box-shaped configuration with a polygonal (for example, quadrangular or octagonal) or circular base.
    [0046] Said ballast valve means and said valve distribution means can include remote actuating means and / or predetermined automated actuating means.
    [0047] Said ballast valve means and said valve distribution means can be actuated in a controlled manner before step d), in such a way as to partially ballast said starting unit in order to position and / or provide greater stability to said starting unit at any time before its sinking and anchoring.
    [0048] Instead of, or in addition to, said ballast valve means, the present invention provides for said foundation block to include other devices known in the art for ballasting the starter unit with water or any other material, as, for example, pumping means, both located on board vessels in the vicinity of said starting unit and applied to said starting unit and / or said auxiliary structure, in order to pump ballast material, preferably water, into the inside said starting unit.
    [0049] It should be noted that, by means of a special type of tower designed to allow solutions to enable the wind turbine tower with high capacity, the present invention presents an energizable superstructure. That is, a substructure originally designed with high capacity and adaptability to allow repowering (the future replacement of an original wind turbine by another with greater output power, efficiency and profitability) by influencing the same substructure. The repotentializable substructure, such as the one proposed and permitted by the present invention, wins in the sense and interest of offshore installations for several reasons, among which the following should be highlighted: - In the case of offshore farms, the fraction of investment destined to infrastructure and civil construction works increased qualitatively, due to the fact that the search for concepts that, based on future repowering, extend their useful life and facilitate the amortization of gains in meaning. The same applies to the amortization of the costs of decommissioning the equipment of the entire substructure after the end of its useful life. - Currently, the replacement of the wind turbine for potential on land, in general, also implies the replacement of the entire substructure, which, being part of a smaller fraction of the total cost, has a limited influence on the profitability of said repowering; in the case of being offshore, on the other hand, the investment destined to the substructure represents a much larger fraction of the total and the complete replacement could significantly affect the profitability of a possible repowering. - Wind turbines that have both the output power and the largest rotor diameter need a greater distance between their positions in order to prevent the presence of the turbine from affecting the wind conditions in neighboring turbines. Initially planning the re-potentialization of the substructure, therefore, would imply considering, initially, certain inter-distances between wind turbines that are larger than those strictly necessary in the first phase. This represents a disadvantage on land farms due to the notable occupation of land, which, however, decreases significantly in the case of offshore farms. - On land farms, the loads and sub-structure requirements that govern the project and their costs are due, almost exclusively, to the wind turbine. In the offshore towers, on the other hand, a very large part of the tower and foundation requirements are due to the action of waves and currents, which are independent of the wind turbine. Consequently, an increase in the size of the wind turbine implies a relative increase in the total load of the substructure, well below the equivalent in the case of onshore farms, especially in the case of very deep locations. This significantly limits the initial cost exceeded to prepare the substructure of an offshore turbine, so that it can sustain larger turbines in the future. - In offshore farms, the wind shear is much less, which significantly reduces the required height of the tower (above sea level) by a certain rotor diameter. This facilitates the possibility of maintaining the same tower for a future wind turbine that has both the largest output power and the largest rotor diameter. - A repotentializable substructure allows the full use of the improved durability of concrete structures in marine environments, as well as their sensitivity to less fatigue, by preventing their useful life from being unnecessarily limited by the less durable elements, which comprise the wind turbine and its components. different components. - Wind turbines built for offshore applications are considerably more expensive, regardless of their substructures, due to the much more stringent requirements in terms of durability in marine environments, throughout their useful life, generally established in twenty years. Initially contemplating short-term repowering may allow a reduction in requirements in this regard for the first wind turbine, which could be designed to have a shorter service life, with the subsequent reduction in cost. - In general and finally, experience in the development and evolution of wind turbine technology has shown that the period of practical obsolescence of the turbine's power generation capacity in relation to the latest developments and the state of the art may be much less than the useful life of the generator itself, usually set at twenty years. Predicting a similar trend in the emerging offshore wind energy sector and, therefore, predicting that profitability can be improved by incorporating more efficient future technology (repowering) in less than twenty years makes technological and economic sense. BRIEF DESCRIPTION OF THE DRAWINGS
    [0050] These and other characteristics and advantages of the invention will become evident from the following description of an embodiment of the invention, presented only as a non-limiting example with reference to the attached drawings, in which:
    [0051] Figure 1 shows a schematic front view of an offshore tower modality, which can be assembled by following the installation process, in accordance with the present invention;
    [0052] Figure 2 shows a schematic plan top view of a first starting unit, which is towed with overlapping sections on it;
    [0053] Figure 3 shows a schematic top plan view of the internal configuration of the foundation block of the starting unit of Figure 2;
    [0054] Figure 4 shows a schematic sectional front view of the starting unit of Figure 2 with overlapping sections on it;
    [0055] Figure 5 shows a schematic sectional front view corresponding to Figure 3, but at a later stage of an installation process, in accordance with the present invention;
    [0056] Figure 6 shows a schematic front view of a detail of the assembly of Figures 2 to 5, in partial cross section;
    [0057] Figure 7 shows a schematic top plan view of a second starting unit with two auxiliary buoyancy structures, which support the overlapping sections and the wind turbine means;
    [0058] Figure 8 shows a schematic top plan view of the internal configuration of the foundation block of the starting unit of Figure 7;
    [0059] Figure 9 shows a schematic sectional front view of the starting unit of Figure 7 with two auxiliary buoyancy structures, which support the overlapping sections and the wind turbine means;
    [0060] Figure 10 shows a schematic sectional view in front corresponding to Figure 8, but at a later stage of an installation process, according to the present invention;
    [0061] Figure 11 shows a schematic elevational view and a plan view of the top, both in cross section, of a detail of the assembly of Figures 7 to 10, in particular, the configuration of overlapping sections supported by an auxiliary float structure. - flexibility of the assembly of Figures 7 to 10, the configuration in which said overlapping sections are arranged with a multilayer configuration;
    [0062] Figure 12 shows a schematic top plan view of an assembly of the starting units that have auxiliary buoyancy structures in common;
    [0063] Figure 13 shows a schematic front view of a third starting unit, which is towed, with the overlapping sections and means for assembling towers on it;
    [0064] Figure 14 shows a schematic front view corresponding to Figure 13, but at a later stage of an installation process, in accordance with the present invention;
    [0065] Figure 15 shows a schematic sectional view in front of a fourth starting unit, which is towed;
    [0066] Figure 16 shows a schematic view of the transported supposition section, independently of the starting unit, in three different stages of the installation process, according to the present invention;
    [0067] Figure 17 shows a schematic front view, in partial cross-section, of the starting unit of Figure 2 that includes the base section and the overlapping sections arranged with a multilayer configuration on it; and
    [0068] Figure 18 shows a schematic front view in partial cross-section, corresponding to Figure 17, but at a later stage of an installation process, according to the present invention. DETAILED DESCRIPTION OF THE INVENTION
    [0069] Initially, in relation to Figure 1, a modality of an offshore wind tower 27 is shown, that is, a substructure 1, 1 ', 2 to support the wind turbine means 16, which can be installed through the process of installation in accordance with the present invention.
    [0070] Said tower 27 is formed by a foundation block, specifically, a submerged platform 1, 1 'which has foundations based on gravity, basically produced from structural concrete, filled with ballast and a rod 2, of the type semi-submerged, which, in turn, includes a plurality of sections 25, 7 formed mainly by concrete staves 3, also including horizontal joints 4 and vertical joints 5 between said sections 25, 7 and said staves 3, respectively . Said substructure 1, 1 ', 2 supports the wind turbine means 16. For certain applications, said substructure can comprise only the platform 1, 1' and the base section 25, said wind turbine means 16 directly on the said base section 25.
    [0071] Said platform 1, 1 'is manufactured dry (on land, dry docks, coastal or floating ports or other offshore installations or other permitted and protected coasts) and configured following the installation process of the present invention, in such a way that, during the installation stages prior to the assembly of rod 2, said platform 1, 1 ', without ballast, presents a temporary and stable floating platform, which allows transport by self-floating with the corresponding base section 25 applied (a said foundation platform and said base section, thus forming a starting unit 1, 1 ', 25), at their final location.
    [0072] Therefore, according to the installation process and in accordance with the present invention, the staves 3 that form at least some sections 25, 7 of the stem 2 are assembled before transporting them in the open sea, in such a way that transport sections 25, 7 already pre-assembled and complete.
    [0073] The assembly of the final rod 2, when stacking successively to the overlapping sections 7, is generally performed at the final location.
    [0074] Platform 1, 1 'is substantially flat and horizontal on a lower part and constructed of structural concrete, whether using concrete techniques in situ or assembling prefabricated parts or panels or a combination of both. The plane and the elevation of the geometry of the same can vary, according to the specific requirements of the project that adopt, for example, flat circumferential configurations with 1 floor, significantly, whether with a curved or polygonal perimeter, or quadrangular type configurations. 1 'which aim to simplify its construction, as well as other regular or irregular polygon shapes, with straight or curved sides. The dimensions of the platform 1, 1 'are predetermined, according to known techniques, in such a way that: - the stability of the wind tower 27 in installed condition is provided, due to its own weight and that of the ballast and the transfer of adequate load on the seabed, - a platform 1, 1 'is provided, which has the necessary buoyancy and stability for said previous function, as a temporary floating and stable platform, - a starting unit 1, 1', 25 is supplied, which has the necessary space and strength to carry overlapping sections 7 or other necessary components and equipment.
    [0075] The flat morphology and the large volume of the foundation platform 1, 1 'make it possible to limit the water depths necessary for its floatation, thereby reducing the operating requirements for the infrastructures that serve for its manufacture and subsequent floatation. .
    [0076] Figures 2 to 6 refer to a first example of an offshore tower for the installation process, according to the present invention.
    [0077] In particular, Figure 2 shows a starting unit 1, 25, which is towed, in a self-floating way, along the sea surface before sinking, with the overlapping sections 7 arranged on it.
    [0078] Figure 3 shows the platform 1 of Figure 1, configured through a circular multicellular box, which comprises a lower plate 11, an upper plate 12 and a peripheral plate 9, as well as a plurality of straight, rigid ribs 10 The ribs 10 are arranged to form squares, which delimit internal wrappers 13. For example, the bottom plate 11 and the peripheral plate 9 are made by means of concrete in situ and the upper plate 12 and the ribs 10 are produced using prefabricated honeycomb plates. The platform 1 comprises a circumferential rib 26 which corresponds to the circumferential extension of the base section 25 and is structurally prepared to mechanically connect to the base section 25 by means of the upper plate 12.
    [0079] At least one of the lower 11, upper 12 or peripheral plates 9 has ballast valves and at least part of said housings 13 are impermeable and / or have distribution valves. These internal casings provide a fluctuation volume suitable for said function, as a temporary and stable floating platform; additionally, after reaching the installation point, the controlled filling, totally or partially, with ballast (for example, water 17) of all or some of these enclosures 13, by means of said ballast valves and / or said distribution valves , helps to execute the sinking operation of the starting unit, in such a way as to correctly orient said starting unit.
    [0080] The remote actuating means and / or the predetermined automated actuating means can be incorporated in order to actuate said ballast valves and / or said distribution valves. There may also be stable intermediate phases during the sinking operation, where the overlapping section 7 assembly phases are interspersed. For this purpose, different flotation configurations can be used, varying the selective filling of the inner wrappers 13. Finally, said inner wrapping can continue to be filled with ballast 17 in its final situation, after installation, in order to generate greater stabilization in weight .
    [0081] As shown in Figures 2, 4 to 6 and 17, at least part of the overlapping sections 7 can be transported in the starting unit 1, 25, if in their final position in said starting unit 1, 25 or, as shown, in a provisional position enabled to carry overlapping sections 7.
    [0082] As shown in Figure 5, the starting unit 1, 25 can use the internal volume of platform 1 and also the internal volume of the base section 25 as the fluctuation volume. In fact, the fluctuation of said internal volume of the base section 25 can complement or replace the fluctuation of platform 1. Platform 1 may be submerged during transport.
    [0083] Figure 5 also shows that the means for securing and the anti-collision means may be arranged in order to assist in the sinking of said starting unit 1, 25. Said means for securing and the anti-collision means comprise arms 6 fixed, in in a fixed way, to said overlapping sections 7 and, in a sliding way, to said base section 25, in such a way that, while sinking, the arms 6 move upwards through the base section 25 in order to maintain the said overlapping sections 7 conveniently attached to the base section 25, thus preventing overlapping sections 7 (which are floating nearby) from being carried away by the currents and dispersing and / or colliding with the starting unit 1, 25.
    [0084] The fixing means for provisionally securing the overlapping sections 7 on said platform 1 may be arranged. As can be seen, in particular, in Figure 6, in this embodiment, said gripping means comprise tensioning cables 8 that secure the overlapping section 7 to the platform 1 and a base 15 after the place where the overlapping section 7 rests. Said tensioning cables 8 will be released before placing said overlapping sections 7 on said starting unit 1, 25 in the position considered for the installed condition. Preferably, said tensioning cables 8 will be released while the starting unit 1, 25 sinks.
    [0085] In this example of a tower, as shown in Figure 5, said overlapping sections 7 are adapted by means of internal division for self-floating and, optionally, self-transformation, in such a way that, when not fixed to the starting unit 1, 25 (if due to the fact that they are overlapping sections 7 that were transported in the starting unit 1, 25, whose gripping means became loose, or due to the fact that they are overlapping sections 7 that were transported independently to the starting unit start 1, 25) float and can be oriented.
    [0086] After anchoring, shown in Figure 5, the overlapping sections 7 will be raised and positioned using external mounting means (conventional and, therefore, not shown) to perform marine constructions.
    [0087] Figures 7 to 11 refer to a second example of an offshore tower for the process of the present invention.
    [0088] Specifically, according to the design and stability conditions adopted for platform 1 ', as shown in this example, at least two sections 25, 7 can be stacked in their final position on platform 1' before transporting the assembly through flotation. Likewise, auxiliary floating structures 14 can be used, possibly provisionally and reusably, which increase the buoyancy and stability of platform 1 '. These auxiliary floating structures 14 are provisionally fixed and connected to said platform 1 'using suitable anchoring means 21. These auxiliary floating structures 14 also serve, in this example, to transport at least part of the overlapping sections 7 and wind turbine means 16, with or without blades, between them.
    [0089] The means of orientation or stabilization can also be arranged to assist in the sinking of said starting unit 1 ', 25. As can be seen particularly in Figure 10, said means of orientation or stabilization comprise articulated bars 18 joined in one fixedly to said auxiliary floating structures 14 and in a sliding manner to said base section 25. Of course, the means of orientation or stabilization can be present in the form of any type of device suitable for connecting the starting unit 1 ', 25 and said auxiliary floating structures 14, such as articulated bars 18, as in this embodiment, or as essentially vertical steel cables that connect said auxiliary floating structures to the foundation block, or the like.
    [0090] It should be understood that, although in this modality the sinking is assisted by said auxiliary floating structures 14, the separate auxiliary floating structures specifically provided for that purpose and connected to said foundation block and / or said base section and / or said overlapping sections before step d) can be used.
    [0091] As shown particularly in Figure 11, although also included in Figure 7, in order to carry overlapping sections 7, at least part of said overlapping sections 7 may be arranged in a temporary multilayer configuration 22, so that the said overlapping sections 7 are essentially arranged on the same geometric axis and level, with the smaller sections within the larger sections. This allows for greater efficiency of the occupied space and can facilitate the assembly operation of the sections, as this allows the successive elevation of the overlapping sections without obstacles, on which the overlapping section that has the largest diameter and is arranged so outermost is raised from its temporary position, in each case, by means of external suspension means, such as, for example, the crane 20, as shown in Figures 13 to 14.
    [0092] Referring now to Figures 17 and 18, the base section 25 and the overlapping sections 7 are arranged in a multilayer configuration, and said starting unit 1, 1 ', 25, therefore, includes said multilayer configuration. In this case, the external suspension means (similar to the crane 20, as shown in Figures 13 and 14) can be used to pull the overlapping sections upwards from their position and expand them on the rod in a telescopic way. However, it is preferable that said base section and said overlapping sections with a multilayer configuration comprise self-suspending means for expanding the rod also in a telescopic manner, as known in the art (see, for example, GB 2451191 A, WO 02/46552 A1 and WO 2011/006526 A1), in order to overcome or at least reduce the need for external suspension means, which, as already mentioned, are usually very expensive and are hardly available.
    [0093] Particularly, in Figure 17, the wind turbine means were applied for transportation in the top section in the mutually definitive position. In that case, said wind turbine means include, for transportation, the nacelle and the functional fittings thereof only. However, as mentioned above, said wind turbine means may include, for transportation, even the corresponding blades. In the latter case, the top section can be suspended before or during the sinking of the starting unit in order to try to avoid contact between said shovels and the water body where the installation point of said substructure is located.
    [0094] If the free end of the base section (opposite the end of the base section applied to the foundation block) is intended to remain above the water level, once the starting unit is in installed condition, a scaffold 31 can be fixed to the rod essentially at the same level as the free end of the base section, suitable to safely support at least one operator, mainly for assembly operations, as shown, particularly, in Figure 18. In this case, it is preferable if all overlapping sections or all overlapping sections except the top section, have substantially the same length and the stem is telescopically expanded by successively pulling up one overlapping section at a time, starting with innermost overlapping section, so that section assembly operations are always performed at said scaffolding level.
    [0095] As shown in Figure 12, the assemblies formed by several starting units 1 ', 25 and the auxiliary floating structures 14 common to some of the said initial units 1', 25 can also be formed to carry operations through floatation. This solution allows a reduction in the number of auxiliary structures required, which can be especially advantageous if the distance from the point of manufacture of said starting unit to the point of installation of the corresponding tower is significantly high. A plurality of starting units can also be joined together for transport without absolutely any auxiliary floating structure.
    [0096] As shown in Figures 13 and 14, a crane 20 can be arranged on platform 1, possibly provisionally and reusable, to mount the substructure 1, 1 ', 7, 25, and, optionally, the wind turbine means 16 or any of its constituent parts. In this case, at least part of the mast of the crane 20, for example, the metallic jacket, can be transported already installed on platform 1 and remain partially submerged after sinking. For exemplary purposes, as shown specifically in Figure 14, the crane 20 is secured using means of gripping 19 to sections of the tower itself, and the crane parts 20 are temporary and reusable with the exception of a semi-submerged lower part, which has the permanent purpose of facilitating the reinstallation of the crane 20 for operations for maintenance, repair or replacement of components, etc.
    [0097] Said crane can be self-erecting, that is, the tower can be a tower crane, already known in other applications.
    [0098] Finally, for illustrative purposes only, Figure 15 shows a starting unit 125 in which the platform and the base section form a single unit, and Figure 16 shows an overlapping section 7 in three different stages of the process of installation in accordance with the present invention. Said overlapping section 7 is adapted by means of internal division (in this case, by means of a fixed impermeable radial wall 29 and two detachable impermeable radial walls 30 attached to a strut 23, also detachable) for self-floating and self-inverting and is carried independently to the corresponding starting unit.
    [0099] Evidently, if the principle of the invention remains the same, the modalities and details of construction may vary widely with respect to those described and illustrated in this document merely through non-limiting examples, without deviating from the scope of protection of the invention, as defined in the following claims.
    [00100] Specifically, by way of illustrative and non-limiting example, although the tower stem has a circular cross-section in a preferred application option, alternative polygonal cross-section geometries are also possible.
    权利要求:
    Claims (7)
    [0001]
    1. Process for installing an offshore tower (27), in particular, a substructure that includes a tower rod (2) basically produced from concrete (optionally reinforced), metal or a concrete / metal combination, of the semi-submersible type in condition installed and a corresponding tower foundation produced from concrete, in which: a) said rod (2) is telescopic; b) said rod (2) is semi-submerged in installed conditions and said foundation is submerged in installed condition; c) said process comprises the following steps, in chronological order: d) dry-manufacture a foundation comprising a block (1, 1 ') basically produced from concrete, the said foundation block (1, 1 ') is essentially hollow and impermeable and has a first ballast valve means for opening a passage into said foundation block (1; 1'), dry-making at least one overlapping section (7) of a stem (2) and dry-manufacture a base section (25) of a rod (2); e) mechanically and integrally apply said base section (25) to said foundation block (1, 1 ') in such a way that said base section (25) and said foundation block (1, 1' ) assume the relative position contemplated for the installed condition, in which said base section (25) and said foundation block (1, 1 ') form a starting unit, apply all said overlapping sections (7) of rod (2) to said starting unit, so that said base section (25) and said overlapping sections (7) are in a multi-layer configuration, and apply self-suspending means to said foundation block ( 1, 1 ') and / or for said base section (25); f) move said starting unit, in a self-floating manner, through the body of water, in which the installation point of said substructure is located, until the installation point of said substructure; g) act, in a controlled manner, said first ballast valve means of said foundation block (1, 1 ') in order to open a passage into said foundation block (1, 1') and introduce the ballast in said foundation block (1, 1 ') through said passage, in such a way that said starting unit sinks until it rests at the bottom of the body of water; and h) acting on said self-suspending means in order to expand said sections (7) of the telescopic rod (2) in the installed condition of the resulting rod (2); - said process also comprises, after step a) and before step c), the next step: i) placing said foundation block (1, 1 ') or said starting unit in the water body, where the installation point of the said superstructure is located; characterized by the fact that the sinking is assisted by stabilization means and auxiliary floating structures (14) connected to said base section (25) before step d), said stabilization means comprising articulated bars (18) joined in one fixedly to said auxiliary floating structures (14) and in a sliding manner to said base section (25), in which the auxiliary floating structure tapes (14) remain only submerged during the sinking process.
    [0002]
    2. Process for installing an offshore tower (27), according to claim 1, characterized by the fact that the free end of the base section, opposite the end of the base section applied to the foundation block (1, 1 ' ), remains above the water level once the starting unit is in the installed condition, and where all overlapping sections (7) or all overlapping sections (7) except the top section, have substantially the same length, and where a scaffold (31) is attached to the rod (2) essentially at the same level as that of the free end of the base section, and where the rod (2) is telescopically expanded by pulling upwards one overlapping section (7) at a time, starting with the innermost overlapping section, so that section assembly operations are always performed at said scaffolding level and the last rod suspension operation is to suspend the section external overlay with all the rest of the sections overlay completely installed or expanded.
    [0003]
    3. Process for installing an offshore tower (27), according to claim 1 or 2, characterized by the fact that at least one overlapping section (7) is formed by staves (3), and the dry fabrication of the said at least one overlapping section (7) includes the pre-assembly of said staves (3) until forming complete section (s) (7).
    [0004]
    4. Process for installing an offshore tower (27), according to any of the preceding claims, characterized by the fact that said process also comprises after step a) and before step c) the following step: 1) apply wind turbine means (16) to said foundation block (1, 1 ') and / or to said base section (25) and / or to said overlapping sections (7).
    [0005]
    5. Process for installing an offshore tower (27), according to any one of claims 1 to 4, characterized by the fact that in step i) said wind turbine means (16) are applied directly to the intended overlapping section to be the top section.
    [0006]
    6. Process for installing an offshore tower (27), according to claim 5, characterized by the fact that in step i) said wind turbine means (16) are applied directly to the overlap section intended to be in the section top, including at least one shovel.
    [0007]
    7. Process for installing an offshore tower (27), according to claim 6, characterized by the fact that the top section is suspended before or during step d).
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    同族专利:
    公开号 | 公开日
    CN104040075A|2014-09-10|
    ES2415058A2|2013-07-23|
    EP2776634A1|2014-09-17|
    PT2776634T|2017-03-13|
    EP2776634B1|2016-12-07|
    CA2851618C|2020-08-11|
    CA2851618A1|2013-04-25|
    JP6163492B2|2017-07-12|
    CN104040075B|2017-10-13|
    US20140248090A1|2014-09-04|
    WO2013057225A1|2013-04-25|
    KR102155794B1|2020-09-15|
    JP2014532133A|2014-12-04|
    DK2776634T3|2017-03-13|
    PL2776634T3|2017-06-30|
    ES2415058R1|2013-09-10|
    BR112014009389A2|2017-04-25|
    ES2415058B2|2015-10-06|
    KR20140092330A|2014-07-23|
    US9777451B2|2017-10-03|
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    法律状态:
    2018-03-27| B15K| Others concerning applications: alteration of classification|Ipc: E02B 17/02 (2006.01), E02B 17/08 (2006.01), F03D 1 |
    2018-12-04| B06F| Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]|
    2019-12-10| B06U| Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]|
    2020-12-22| B09A| Decision: intention to grant [chapter 9.1 patent gazette]|
    2021-02-23| B16A| Patent or certificate of addition of invention granted [chapter 16.1 patent gazette]|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 18/10/2012, OBSERVADAS AS CONDICOES LEGAIS. |
    优先权:
    申请号 | 申请日 | 专利标题
    ESP201131668|2011-10-18|
    ES201131668A|ES2415058B2|2011-10-18|2011-10-18|Improvements in the tower installation procedure for inland use.|
    PCT/EP2012/070707|WO2013057225A1|2011-10-18|2012-10-18|Process for installing an offshore tower|
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