STABILIZED WIND TURBINES, SYSTEMS FOR STABILIZING WIND TURBINES, AND METHODS FOR INSTALLING SAME

    公开(公告)号:US20240263617A1

    公开(公告)日:2024-08-08

    申请号:US18567902

    申请日:2022-06-24

    CPC classification number: F03D13/201 F05B2240/912 F05B2240/917

    Abstract: A wind turbine (10) supported by a plurality of cables (20). The wind turbine (10) includes a tower (12) fixed at one end to a foundation (16) and including at least two tower sections (12a, 12b, 12c), including an upper section and a lower section. Each of the upper and lower sections includes an inwardly directed flange (82, 90) having a plurality of through-bores (84, 92). The inwardly directed flange (90) of the lower section further includes a plurality of second bores (104) spaced apart from the plurality of through-bores (92). An interface module (18, 120) is secured between the upper and lower section and includes a ring (62) from which one or more cars (50, 204) extend outwardly, each ear (50, 204) being configured to be coupled to one of the plurality of cables (20). The ring (62) includes a plurality of through-bores (72) that align with the through-bores (84, 92) in the inwardly directed flanges (82, 90) of each of the upper and lower tower sections and a plurality of additional bores (96) that align with the plurality of second bores (104) in the inwardly directed flange (90) of the lower section. A method of installing a wind turbine (10) having a cabled tower (12) is also disclosed.

    Damper
    2.
    发明授权
    Damper 有权

    公开(公告)号:US12055194B2

    公开(公告)日:2024-08-06

    申请号:US17753293

    申请日:2020-06-26

    Abstract: A damper for damping vibrations of a structure comprises:



    a first damping unit, comprising a first damping body having a first mass (m1), a first spring element having a first spring constant (k1) and a first damping element having a first damping constant (c1), wherein said first damping body is configured to be attached to said structure via said first spring element and said first damping element; and
    a second damping unit, comprising a second damping body having a second mass (m2), a second spring element having a second spring constant (k2) and a second damping element having a second damping constant (c2), wherein said second damping body is configured to be attached to said first damping body via said second spring element and said second damping element.

    Telescopic wind turbine tower
    3.
    发明授权

    公开(公告)号:US11952977B1

    公开(公告)日:2024-04-09

    申请号:US18523064

    申请日:2023-11-29

    Applicant: Donald Gehring

    Inventor: Donald Gehring

    CPC classification number: F03D13/205 E04H12/182 F03D15/10 F05B2240/912

    Abstract: A telescopic wind turbine tower includes a base, a telescopic tubular tower, a wind turbine assembly, and one or more jacking systems. The telescopic tubular tower is configured with a bottom section and one or more upper sections. The bottom section is concentrically mounted onto the base. The upper section or sections are slidably engaged to the bottom section through one or more jacking systems. The wind turbine assembly is mounted onto a top section from the upper sections and as the telescopic tubular tower is positioned between the base and the wind turbine assembly.

    SUPPORT STRUCTURE FOR A GENERATOR OF A WIND TURBINE

    公开(公告)号:US20240106286A1

    公开(公告)日:2024-03-28

    申请号:US17767939

    申请日:2020-10-05

    Abstract: A support structure for a stator of a generator, in particular of a wind turbine is provided, wherein the support structure includes a carrier element extending in an axial direction, wherein the carrier element includes a base section, a side section and a top section and wherein the base section of at least one carrier element of the plurality of carrier elements is connected to the base section of another one carrier element of the plurality of carrier elements. A plurality of circumferential connecting elements circumferentially protruding from the base section of one carrier element is connected to another plurality of connecting elements circumferentially protruding from the base section of another carrier element in order to provide a connection between the one and the other carrier element, a plurality of cooling pockets being formed between the connecting elements for cooling air to pass.

    Method for pretensioning a tower of a wind power plant

    公开(公告)号:US11933061B2

    公开(公告)日:2024-03-19

    申请号:US17311637

    申请日:2019-11-21

    Inventor: Roy Kersten

    CPC classification number: E04H12/16 E02D27/425 E04C5/12 F03D13/22 F05B2240/912

    Abstract: A method for pretensioning a tower of a wind power installation, comprising the steps: providing a tensioning device having an adapter element and/or a foundation arrangement and a tensioning element, and/or an adapter element and/or a foundation arrangement, fastening a lower end of a tensioning element a fastening means of the adapter element, fastening an upper end of a tensioning element to an upper end of the tower, tensioning the tensioning element at the lower end of the tensioning element and/or at the upper end of the tensioning element, wherein the tensioning of the tensioning element is effected by reduction of a clearance between the foundation and the adapter element.

    System for a tower segment of a tower, a respective tower segment, and a wind turbine having a tower segment

    公开(公告)号:US11802577B2

    公开(公告)日:2023-10-31

    申请号:US17541652

    申请日:2021-12-03

    Abstract: A system for a tower segment of a tower is presented, wherein the tower segment is configured for forming at least partially a part of a tower for carrying a structure, in particular for supporting a nacelle of a horizontal-axis wind turbine or a machine house of a vertical-axis wind turbine. The system is configured to be attached, arranged, and/or mounted to the tower segment and comprises at least an airflow manipulation arrangement and a support arrangement. The airflow manipulation arrangement includes an airflow manipulator which is configured for affecting an airflow around the tower segment. The support arrangement is configured for supporting the airflow manipulation arrangement and for mounting the airflow manipulation arrangement to the tower segment. The airflow manipulation arrangement and the support arrangement are configured such, when mounted to the tower segment, that the airflow manipulator projects a tower diameter in radial direction by at least 5%, in particular at least 10%, preferred at least 15%, in particular not more than 30%, further in particular not more than 20%, of the tower diameter, or that the airflow manipulator is essentially parallel to the tower segment. By this, an effective measure against vortex shedding effects is put in place.

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