• 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:
    A foundation (1) for a windmill having a circular or polygonal base (2) for supporting a windmill tower and a plurality of ribs (5) projecting radially outwardly from the pedestal (2), the pedestal (2) being divided into a plurality of peripheral portions (2). 4), wherein a peripheral portion (4) and a rib (5) are each formed integrally with each other as a prefabricated concrete element (3), the prefabricated concrete elements (3) consisting of reinforced concrete comprising a first reinforcing structure, in particular reinforcing rods ( 7), which are embedded in the prefabricated concrete elements (3), adjacent prefabricated concrete elements (3) projecting in their cross-sections of the base (2) radially outwardly spaced from each other in the circumferential direction and is the space between two adjacent prefabricated Concrete elements (3) bridged by a respective bridging plate (14).
    公开号:AT517958A4
    申请号:T87/2016
    申请日:2016-02-18
    公开日:2017-06-15
    发明作者:Schuldt Christian；Stecher Arne
    申请人:Holcim Technology Ltd；
    IPC主号:
    专利说明:

    The invention relates to a foundation for a windmill having a circular or polygonal base for supporting a windmill tower and a plurality of ribs projecting radially outwardly from the pedestal, wherein the pedestal is divided into a plurality of peripheral sections, wherein a peripheral section and a rib each as a prefabricated concrete element are integrally formed with each other, wherein the prefabricated concrete elements made of reinforced concrete, which has a first reinforcing structure, in particular reinforcing rods, which is embedded in the prefabricated concrete elements.
    Furthermore, the invention relates to a wind turbine with a mast and a rotor mounted on the mast, wherein the mast is mounted on a foundation.
    A windmill foundation of the initially defined type is disclosed in WO 2004/101898 A2. As described there, a high manual and administrative effort is required for the manufacture of the foundation of onshore wind power plants, and the production is very time consuming. Given the increasing dimensions of modern wind turbines, the foundation is exposed to very high loads and must be dimensioned accordingly. Today's wind turbines have a tower with a height of up to 150 m and generate up to 6 MW. In the majority of cases, the tower or mast of wind turbines is made of reinforced concrete and is built using prefabricated concrete elements.
    So far, the foundations for wind turbines were essentially made by excavating a pit, introducing a granular substructure, building a foundation component, perform the necessary shuttering and reinforcement work and then filling the excavation with concrete, the concrete transported by prefixed mixer to the workplace and in the Excavation pit was poured. The foundation component usually has a hollow cylindrical configuration and is generally prefabricated and transported as a unit to the respective mounting location.
    The manufacture of a windmill foundation by on-the-spot casting of concrete has a number of disadvantages. It requires complex logistics for the planning of manufacturing activities at the point of use, and is associated with time-consuming and costly operations at the work site in the manner of building the shuttering and reinforcing structure as well as transporting concrete and pouring the concrete. This is especially true given that up to 1000 m3 of concrete may be required for large foundations.
    In order to improve the process of building a foundation, it has already been proposed in WO 2004/101898 A2 to build the foundation using prefabricated concrete elements. Such concrete elements are manufactured in a prefabrication facility and transported to the worksite, where they are positioned by the use of a crane and then connected together. In this way, the duration of construction work at the workplace can be significantly reduced. The prefabricated concrete elements, when joined together, form a foundation with a central pedestal and a plurality of ribs, each projecting radially outward from the pedestal. Each prefabricated concrete element forms one of the ribs and an associated peripheral portion of the base. The peripheral sections of the base are connected by bolted flanges. As described in WO 2004/101898 A2, the prefabricated concrete elements can be reinforced with steel. After the foundation has been formed, the tower or mast of the windmill is erected on the pedestal and secured to the pedestal by the use of anchor bolts.
    By using prefabricated concrete elements, the elements can be manufactured in a controlled environment, giving the opportunity to suitably harden the concrete and to closely monitor it by employees of the plant. The quality of the hardened concrete can be improved because there is better control of material quality and workmanship in a prefabrication plant than at a construction site. From a financial point of view, the molds used in a prefabrication plant can be reused many times before they need to be replaced, thereby allowing the cost per unit per slab to be lower than in a production site casting ,
    Wind turbines are exposed to loads and stresses of a specific nature that must be absorbed by the foundation. On the other hand, the wind itself acts in an unpredictable and changeable way. On the other hand, with ever larger systems, dynamic load components due to vibrations and resonances affect the structure. Furthermore, towers with heights of 100 meters and more transmit significant eccentric loads to the foundation due to a significant overturning moment. If the tower is subject to a bending moment, the concrete of the foundation must withstand the compression that occurs in the compressed zone and the reinforcing structure of the concrete must absorb the expansion forces in the opposite part of the foundation because the concrete itself has a relatively low tensile strength.
    Foundations made of prefabricated reinforced concrete elements have the advantage that the performance and the quality of the concrete are higher, so that there is less risk of cracking and a higher ability to withstand dynamic and static loads. A disadvantage, however, is that the prefabricated concrete element must not exceed certain dimensions, so that it can be transported from the prefabrication system to the workplace.
    Significant contribution to the stability of a foundation is achieved by refilling the excavation with soil or other refill material applied to the prefabricated concrete elements of the foundation. In this way, the weight of the refill material can be used to exert a vertical load on the prefabricated concrete elements, which counteracts a possible tilting moment. The load acts most effectively on the vertical surfaces of the foundation in the manner of base plates of the prefabricated concrete elements. However, in order to save manufacturing and transportation costs, the base plates may have a limited width, leaving a gap between adjacent base plates. In the area of the gap, the refill material can not place a vertical load on the
    Exercise foundation, which would counteract the tipping moment of the windmill.
    In general, the larger the diameter of the foundation, the better the foundation can withstand the tipping moment of the windmill. However, the transport facilities available for transporting the prefabricated concrete elements from the prefabrication plant to the workplace limit their possible length.
    In view of the above, it would be desirable to increase the stability of a windmill foundation, in particular its resistance to tipping moment, without increasing the length and / or width of the prefabricated concrete elements forming the base and ribs of the foundation.
    To achieve these and other objects, the invention provides a foundation for a windmill of the initially defined type which has a circular or polygonal base for supporting a windmill tower and a plurality of ribs projecting radially outward from the base, the base being divided into a plurality of peripheral sections. wherein a peripheral portion and a rib are each formed integrally with each other as a prefabricated concrete element, the prefabricated concrete elements consisting of reinforced concrete having a first reinforcing structure, in particular reinforcing bars, embedded in the prefabricated concrete elements, characterized in that the space between two adjacent prefabricated concrete elements is bridged by a respective bridging plate, wherein the bridging plate is preferably such a radial
    Has dimension that projects radially from the prefabricated concrete elements. The bridging plates are preferably realized as prefabricated concrete slabs. Because the bridging plates are elements separate from the prefabricated concrete elements which form the base and ribs of the foundation, they can be handled and transported separately. The bridging plates extend over the horizontal surface, whereupon the replenishing material exerts a vertical force which counteracts the tilting moment of the windmill. In particular, the surface extends at least to a portion of the gap between adjacent base plates and optionally to a region that is radially outward of the diameter of the foundation defined by the prefabricated concrete elements that form the base and the ribs. The bridging plates are supported by the base plates at least along part of their edge, so that the vertical load exerted by the refilling material on the bridging plates can be transferred to the foundation having the prefabricated concrete elements.
    Alternatively or additionally, a flat, flexible material such as a fabric sheet material, a mat or a geomembrane can be arranged to cover the base plates, the ribs and / or the bridging plates. The flat material can perform the same function as the bridging plates, which is to increase the surface area on which the weight of the refill material rests. The flat, flexible material may be secured to the base and / or to the ribs and / or to the bridging plates by suitable fasteners such as hooks, eyes or screw connections.
    Another disadvantage of a foundation consisting of prefabricated concrete elements is that, unlike foundations cast at the point of use, no monolithic structure is provided so that technical solutions for securely joining the prefabricated concrete elements together to simulate a monolithic structure must be developed ,
    In this connection, a preferred embodiment of the invention provides that a second reinforcing structure is provided, which holds the prefabricated concrete elements together and is coupled to the first reinforcing structure. The second reinforcing structure may be of any type capable of rigidly holding the prefabricated concrete elements together to form a monolithic structure. The second reinforcing structure differs from the first reinforcing structure and therefore is preferably not embedded in the prefabricated concrete elements. According to a preferred feature of the invention, the second reinforcing structure is coupled to the first reinforcing structure, thereby allowing an uninterrupted load path between the reinforcing structures, so that the forces introduced into the foundation are effectively distributed. In the context of the invention, coupling the first and second reinforcing structures means that the forces acting on the first reinforcing structure are transferred to the second reinforcing structure without interposing concrete therebetween, and vice versa. Accordingly, the first and second reinforcing structures can be connected to each other directly or via a rigid connecting element other than concrete.
    The first reinforcing structure preferably comprises reinforcing bars made of steel or similar rigid material. Preferably, the reinforcing rods extend in the longitudinal direction of the ribs. Additional reinforcing bars may extend perpendicular or oblique to the reinforcing bars extending in the longitudinal direction of the ribs. Additional reinforcing rods may also be disposed in the base and extending therefrom in the axial direction thereof. The longitudinal reinforcing bars may preferably extend in the radial direction to the center of the foundation, wherein the longitudinal reinforcing bars may either be arranged in a horizontal plane or may extend obliquely to the horizontal plane, in particular to the base. In the latter case, the reinforcing rods are substantially aligned with the load path with respect to the forces that are discharged radially outward from the pedestal.
    The second reinforcement structure preferably comprises a plurality of rigid longitudinal reinforcement elements, in particular steel beams or rods, which in each case connect the prefabricated concrete elements of a pair of oppositely arranged prefabricated concrete elements in such a way that they traverse a cavity circled by the base. The longitudinal reinforcing elements of the second reinforcing structure are coupled to the first reinforcing structure, in particular to the reinforcing bars, preferably to the reinforcing bars extending in the longitudinal direction of the ribs. In this way, the reinforcing rods embedded in oppositely disposed prefabricated concrete elements are interconnected by the longitudinal reinforcing elements of the second reinforcing structure, forming a load transfer path between the first reinforcing structure of the oppositely disposed prefabricated concrete elements. As a result, the strain load exerted on the foundation due to a bending moment of the tower is not taken up only by the first reinforcing structure disposed on one side of the foundation but also transmitted to the first reinforcing structure which is on the foundation opposite side of the foundation is arranged.
    According to a preferred embodiment of the invention, each pair of oppositely arranged prefabricated concrete elements is connected to one of the rigid longitudinal reinforcing elements. In this way, several longitudinal reinforcement elements, in particular steel rods or beams, pass through the cavity encircled by the base. Because these traversing longitudinal reinforcing elements are all arranged diametrically, they meet in the center of the pedestal, so that a symmetrical arrangement is achieved, which ensures an optimal distribution of the forces within the entire foundation.
    The longitudinal reinforcing elements can traverse the pedestal in a horizontal plane. Preferably, however, the rigid longitudinal reinforcing members are respectively fixed in an upper portion on one of the pair of oppositely disposed prefabricated members and in a lower portion on the other of the pair of oppositely disposed prefabricated concrete members so as to extend obliquely to the horizontal axis. Therefore, the reinforcing bars of oppositely arranged prefabricated concrete elements are coupled together in at least two different levels in the manner of the upper and lower levels.
    In this context, it is advantageous if the rigid longitudinal reinforcing elements are connected to each other at their section, which is arranged on the central axis of the stand. In this way, a center is provided in the axis of symmetry of the foundation, which allows a load distribution in different directions.
    With regard to the coupling between the first reinforcing structure and the second reinforcing structure, a preferred embodiment provides that the rigid longitudinal reinforcing elements of the second reinforcing structure and the first reinforcing structure, in particular the reinforcing bars, are interconnected by a sheath disposed on an inner surface of the foot get connected. The jacket may consist of a sheet steel housing which is fixed to the inner surface of the stand. In the case of a pedestal in the form of a hollow cylinder, the sheath may be formed as a cylindrical sheath disposed on the inner cylindrical surface of the pedestal. The sheath serves to direct the load path from the first reinforcing structure to the second reinforcing structure, and vice versa. This is achieved by rigidly connecting both the reinforcing bars of the first reinforcing structure and the reinforcing elements of the second reinforcing structure with the sheath.
    In this connection, a preferred embodiment provides that the reinforcing rods of the first reinforcing structure are fixed to the sheath by welding. This can be advantageously achieved by placing the reinforcing bars of the first reinforcing structure so as to project inwardly from the prefabricated concrete elements and preferably penetrate into openings provided in the sheath. Welding can in this case take place on the inside of the casing. Alternatively, the welding can be done on the outside of the jacket.
    Further, the second reinforcing structure may be fixed to the jacket by welding or a screw connection.
    The cavity within the pedestal may be used for various purposes, such as storage or maintenance, and may therefore be provided with stairs, platforms, etc. Further, the cavity can also be used for the installation of trailer cables, access to them and their maintenance, with the trailer cables being arranged to stabilize the tower or mast of the windmill.
    According to a preferred embodiment, the prefabricated concrete elements have a base plate for supporting the rib and are formed integrally therewith. Accordingly, the prefabricated concrete elements may have a cross section in the form of an inverted "T", wherein the horizontal T-bar is formed by the base plate and the vertical T-bar is formed by the rib. However, the rib does not necessarily have to be strictly formed in the form of a vertical bar. The rib may also have a cross section that narrows towards the tip. Furthermore, the height of the rib may preferably increase continuously toward the base. A continuously increasing height of the rib makes it possible to adapt the cross-sectional area of the rib to the force propagation, and it can be realized, for example, by designing the upper surface or the upper edge of the rib as a ramp which rises towards the base. Alternatively, the rib may have a curved, namely concave configuration of the top surface or top edge.
    In any case, the height of the rib may increase toward the pedestal to reach the height of the pedestal at the point where the rib passes into the pedestal.
    The reinforcing rods embedded in the rib may preferably extend substantially parallel to the upper edge of the rib, in particular parallel to the rising ramp.
    The base plates of the prefabricated concrete elements may have a rectangular shape. Alternatively, the plates may widen in a horizontal direction as the distance from the center of the foundation increases.
    In order to close the cavity within the base at its bottom, a preferred embodiment of the invention provides that the base plate has an edge portion which is encircled inwardly by the base
    Cavity protrudes. In particular, the edge portions of all prefabricated concrete elements together form a circumferential, in particular circular edge, which supports a central base plate, which is arranged at the bottom of the base, circumferentially.
    According to a further preferred embodiment of the invention, the prefabricated concrete elements are tightened by at least one Nachspannkabel which is arranged in a circumferential, in particular circular passage, which is formed in the base, to each other. Such cables have the function of an additional reinforcing structure, but unlike the second reinforcing structure according to the invention, the cables are not coupled to the first reinforcing structure embedded in the prefabricated concrete elements.
    When the prefabricated concrete elements are tightened together, the side surfaces of adjacent peripheral portions of the base are pressed against each other.
    For accurately aligning the adjacent peripheral portions with each other, the side surfaces may have form-fitting members such as a tongue and groove arrangement which cooperate with each other to ensure the relative position of the segments.
    Installation of the prefabricated concrete elements at the work site is greatly facilitated if, in a preferred embodiment, adjacent prefabricated concrete elements are circumferentially spaced from one another in their sections projecting outwardly from the pedestal. In particular, the base plates have such a width dimension that the base plates of neighboring pre-fabricated concrete elements do not touch each other. In this way, the manufacturing tolerances in the production of prefabricated concrete elements can be achieved.
    The concrete used to make the prefabricated concrete elements may be of any type typically used for pouring concrete in the place of use. In addition to aggregates and water, concrete contains Portland cement as a hydraulic binder that generates phases of vigor by reacting and solidifying in contact with water.
    Fiber reinforced concrete can also be used to make the prefabricated concrete elements. The fibers may be any fibrous material which contributes to increasing the structural integrity, particularly strength, impact resistance and / or durability, of the resulting concrete structure. Fiber-reinforced concrete contains short discrete reinforcing fibers that are evenly distributed and randomly oriented.
    Preferably, the reinforcing fibers are carbon fibers, synthetic fibers, and especially polypropylene fibers. Alternatively, the reinforcing fibers may be steel fibers, glass fibers or natural fibers.
    In operation, the foundation supports an onshore wind turbine with a mast and a rotor mounted on the mast, the mast being mounted by conventional means, such as anchor bolts, to the base of the inventive foundation. The rotor has a horizontal axis of rotation.
    Hereinafter, the invention will be described in detail with reference to an exemplary embodiment shown in the drawing. Figure 1 shows a windmill foundation consisting of prefabricated concrete elements, Figure 2 shows a prefabricated concrete element used in the foundation of Figure 1, Figure 3 shows a cross section of the foundation, Figure 4 shows a plan view of the foundation of Figure 3, and Figure 5 is a partial plan view of an embodiment of the foundation according to the invention.
    FIG. 1 shows a foundation 1 which has a number of prefabricated concrete elements 3. The foundation 1 has a circular base 2 in the form of a hollow cylinder for supporting a windmill tower. The foundation 1 also has a plurality of ribs 5, which protrude radially from the base 2 to the outside. The base 2 is divided into a plurality of peripheral portions 4 (Figure 2), wherein a peripheral portion 4 and a rib 5 are each formed integrally with each other as a prefabricated concrete element 3, as shown in Figure 2. The prefabricated concrete element 3 further comprises a base plate 6, which is also formed integrally with the rib 5. The prefabricated concrete elements 3 are made of reinforced concrete with reinforcing rods, which are embedded in the prefabricated concrete elements 3.
    Although the ribs in Figure 2 are shown as a prefabricated concrete element consisting of a single piece, the ribs may also be composed of two or more rib sections. This is particularly advantageous if a rib is to be realized whose radial length exceeds the permissible length of ordinary transport facilities. In particular, two or more rib sections can be made as separate prefabricated concrete elements which are transported separately to the work site and rigidly mounted to each other at the work site.
    For accurately aligning the adjacent peripheral portions 4 with each other, the side surfaces may have mold-fitting elements 16 in the form of a trapezoidal tongue and groove arrangement which cooperate with each other to ensure the relative position of the elements 3. Furthermore, the prefabricated concrete elements 3 can be tightened by at least one Nachspannkabel each other, wherein the at least one Nachspannkabel in a circumferential, in particular circular passage formed in the base 2, can be arranged, wherein the opening of the passage is denoted by 17. Of course, multiple passes can be provided.
    The embedded in the prefabricated concrete elements 3 reinforcing rods are shown in Figure 3 and designated by reference numeral 7. Furthermore, anchor bolts 8 are shown, which are embedded in the peripheral portions 4 of the base 2 and serve to attach the tower of the windmill at their free ends projecting from the base 2.
    A jacket 9 is arranged on the inner cylindrical surface of the base 2. The reinforcing bars 7 are adapted to protrude inwardly from the prefabricated concrete elements 3 and to penetrate into openings provided in the casing 9, so that the bars 7 on the inside can be connected to the casing 9 by welding (the welded joint is shown at 15 only as an example on one of the rods 7). Furthermore, steel beams 10 are each connected by a screw connection to the casing 9, for example.
    The steel beams 10 connect oppositely arranged prefabricated concrete elements 3 with each other so that they pass through a cavity 12 which is circled by the base 2. At least a portion of the steel girders 10 extend obliquely to form an "X" configuration, wherein the girders 10 are each in an upper region on one of the oppositely disposed prefabricated concrete elements 3 and in a lower region on the other of the oppositely disposed prefabricated concrete elements 3 are attached.
    As can be seen in Figure 3, the base plate 6 of each prefabricated concrete element 3 has an edge portion projecting inwardly into the cavity 12, wherein the edge portions of all prefabricated concrete elements 3 together form a circular edge 13, the middle lower plate 11, the is arranged at the bottom of the base 2, holds circumferentially.
    FIG. 4 shows, in a top view of the foundation of FIG. 3, that each pair of oppositely arranged prefabricated concrete elements 3 is connected to one another by steel beams 10.
    Figure 5 shows the embodiment of the invention in which the space between two adjacent prefabricated concrete elements 3 is bridged by a respective bridging plate 14 having a radial dimension such that it projects radially from the prefabricated concrete elements 3. The bridging plate 14 can be fixed by bolts to the base plate 6 of the prefabricated concrete elements 3.
    权利要求:
    Claims (16)
    [1]
    claims:
    A foundation for a windmill having a circular or polygonal pedestal for supporting a windmill tower and a plurality of ribs projecting radially outwardly from the pedestal, the pedestal being divided into a plurality of peripheral sections, a peripheral section and a rib integral with each other as a prefabricated concrete element are formed, wherein the prefabricated concrete elements consist of reinforced concrete, having a first reinforcing structure, in particular reinforcing rods, which are embedded in the prefabricated concrete elements, characterized in that adjacent prefabricated concrete elements which protrude in their cross-sections from the base radially outwardly in Circumferentially spaced from each other, and that the gap between two adjacent prefabricated concrete elements is bridged by a respective bridging plate.
    [2]
    2. Foundation according to claim '1, wherein the bridging plate preferably has such a radial dimension that it projects radially from the prefabricated concrete elements.
    [3]
    3. Foundation according to claim 1 or 2, wherein the bridging plates are realized as prefabricated concrete slabs.
    [4]
    4. Foundation according to claim 1, 2 or 3, wherein a second reinforcing structure is provided, which holds the prefabricated concrete elements together and is coupled to the first reinforcing structure.
    [5]
    5. The foundation of claim 4, wherein the second reinforcing structure comprises a plurality of rigid longitudinal reinforcing elements, in particular steel beams or bars, each interconnecting the prefabricated concrete elements of a pair of oppositely disposed prefabricated concrete elements such that a cavity is traversed which circled from the base is.
    [6]
    6. The foundation of claim 5, wherein each pair of oppositely disposed prefabricated concrete elements is connected to one of the rigid longitudinal reinforcing elements. A foundation according to claim 5 or 6, wherein the rigid longitudinal reinforcing members are each secured in an upper portion to one of the pair of oppositely disposed prefabricated members and fixed in a lower portion to the other of the pair of oppositely disposed prefabricated concrete members.
    [8]
    The foundation according to any one of claims 5 to 7, wherein the rigid longitudinal reinforcing members are connected to each other at their intersection disposed on an axis of the pedestal.
    [9]
    A foundation according to any one of claims 5 to 8, wherein the rigid longitudinal reinforcing members and the first reinforcing structure, in particular the reinforcing rods, are interconnected by a sheath disposed on an inner surface of the pedestal.
    [10]
    10. The foundation of claim 9, wherein the reinforcing rods of the first reinforcing structure are fixed to the shell by welding.
    [11]
    A foundation as claimed in claim 9 or 10, wherein the reinforcing bars of the first reinforcing structure are arranged to project inwardly from the prefabricated concrete elements and preferably to penetrate into openings provided in the shell.
    [12]
    12. A foundation according to claim 9, 10 or 11, wherein the second reinforcing structure is fixed by welding or by a screw connection to the casing.
    [13]
    13. A foundation according to any one of claims 1 to 12, wherein the prefabricated concrete elements comprise a base plate for supporting the rib and are formed integrally therewith, wherein the base plate preferably has an edge portion which projects inwardly into the cavity which is circled by the base.
    [14]
    14. Foundation according to claim 13, wherein the edge portions of all prefabricated concrete elements together form a circumferential, in particular circular edge, which supports a central base plate, which is arranged at the bottom of the base, circumferentially.
    [15]
    15. A foundation according to any one of claims 1 to 14, wherein the height of the rib increases continuously towards the base.
    [16]
    16. Foundation according to one of claims 1 to 15, wherein the prefabricated concrete elements by at least one Nachspannkabel, which is arranged in a circumferential, in particular circular passage, which is formed in the base, are tightened together.
    [17]
    17. Wind turbine with a mast and a rotor mounted on the mast, wherein the mast is mounted on a foundation according to one of claims 1 to 16.
    类似技术:
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    同族专利:
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    EP3417115A1|2018-12-26|
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    AR107656A1|2018-05-23|
    RU2714745C1|2020-02-19|
    CN108699796B|2021-02-09|
    AT517958B1|2017-06-15|
    AU2017219233A1|2018-07-26|
    AU2017219233B2|2021-12-16|
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    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA87/2016A|AT517958B1|2016-02-18|2016-02-18|Foundation for a wind turbine|ATA87/2016A| AT517958B1|2016-02-18|2016-02-18|Foundation for a wind turbine|
    AU2017219233A| AU2017219233B2|2016-02-18|2017-02-13|Foundation for a wind mill|
    RU2018132880A| RU2714745C1|2016-02-18|2017-02-13|Foundation for wind-driven power plant|
    ES17709168T| ES2796475T3|2016-02-18|2017-02-13|Foundation for a windmill|
    US16/077,916| US10934679B2|2016-02-18|2017-02-13|Foundation for a wind mill|
    PCT/IB2017/000103| WO2017141098A1|2016-02-18|2017-02-13|Foundation for a wind mill|
    BR112018015971A| BR112018015971A2|2016-02-18|2017-02-13|? foundation for a windmill and wind turbine?|
    MX2018009093A| MX2018009093A|2016-02-18|2017-02-13|Foundation for a wind mill.|
    CA3013854A| CA3013854A1|2016-02-18|2017-02-13|Foundation for a wind mill|
    CN201780012086.1A| CN108699796B|2016-02-18|2017-02-13|Base for wind turbine|
    EP17709168.3A| EP3417115B1|2016-02-18|2017-02-13|Foundation for a wind mill|
    ARP170100400A| AR107656A1|2016-02-18|2017-02-17|AEROGENERATOR BASE|
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