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    METHOD OF DAMPING WIND TURBINE TOWER OSCILLATIONS
    3.
    发明公开
    METHOD OF DAMPING WIND TURBINE TOWER OSCILLATIONS 有权
    VERFAHREN ZURDÄMPFUNGVON WINDTBINENTURMSCHWINGUNGEN

    公开(公告)号：EP3063405A1

    公开(公告)日：2016-09-07

    申请号：EP14789156.8

    申请日：2014-10-20

    申请人： Vestas Wind Systems A/S

    发明人： ØLLGAARD, Børge ,  JENSEN, Søren P.

    IPC分类号： F03D13/00

    CPC分类号： F03D80/88 ,  E04B1/985 ,  F03D7/0296 ,  F03D13/10 ,  F03D80/00 ,  F05B2230/60 ,  F05B2240/912 ,  F05B2260/964 ,  F16F7/10 ,  Y02E10/728 ,  Y02P70/523

    摘要： A method of damping oscillations in a wind turbine tower comprises connecting a bag of material or liquid to a tower component at a first lateral distance away from a tower wall. The bag is also suspended from the tower component by a first vertical distance. The height of the tower component is known such that the first vertical distance corresponds to a particular height within the tower. The first lateral distance, first vertical distance, and mass of the bag are such that the bag is configured to hit said tower wall during oscillations in said wind turbine tower, in order to damp said oscillations in said wind turbine tower.

    摘要翻译： 一种减轻风力涡轮机塔架振荡的方法，包括将一袋材料或液体以距离塔壁的第一横向距离连接到塔架部件。 袋子还从塔架部件悬挂第一垂直距离。 塔部件的高度是已知的，使得第一垂直距离对应于塔内的特定高度。 袋的第一横向距离，第一垂直距离和质量使得袋被构造成在所述风力涡轮机塔架的振荡期间撞击塔壁，以便减弱所述风力涡轮机塔架中的所述振荡。

    WIND TURBINE ACCESS PANEL AND METHOD FOR SECURING SAME
    6.
    发明公开
    WIND TURBINE ACCESS PANEL AND METHOD FOR SECURING SAME 审中-公开
    风力涡轮机访问面板和用于保护它的方法

    公开(公告)号：EP3253965A1

    公开(公告)日：2017-12-13

    申请号：EP16701903.3

    申请日：2016-01-27

    申请人： Vestas Wind Systems A/S

    发明人： ØLLGAARD, Børge

    IPC分类号： F03D80/00 ,  F03D80/50

    CPC分类号： F03D80/50 ,  E06B1/6007 ,  F03D9/257 ,  F03D13/10 ,  F03D13/20 ,  F03D13/22 ,  F05B2240/912 ,  F05B2240/95 ,  Y02E10/728

    摘要： The invention relates to an access panel configured for fixing to a service aperture in a wind turbine tower wall; wherein the access panel comprises a main panel and an adjacent sub-panel; the sub-panel comprising a bearing surface at an edge thereof; the main panel comprising a reference surface at an edge thereof; the main panel and the sub-panel being abuttable along a common seam; the seam comprising a said sub-panel bearing surface abutting a main panel reference surface; the main panel being dimensioned to close a main region of a tower wall aperture whereas the sub-panel is dimensioned to close a first sub-region of the aperture. The invention includes a method according to which the sub-panel is placed into a tower wall aperture and adjusted to bring its bearing surface into a predetermined position. Thereafter, a main panel is placed in the aperture with its reference surface in abutment with the bearing surface, thereby quickly and easily and reliably locating the main panel for securely fixing in the tower aperture.

    A METHOD OF LAYING A FOUNDATION
    7.
    发明公开
    A METHOD OF LAYING A FOUNDATION 有权
    VERFAHREN ZUR LEGUNG EINES基金会

    公开(公告)号：EP2550405A1

    公开(公告)日：2013-01-30

    申请号：EP10710040.6

    申请日：2010-03-24

    申请人： Vestas Wind Systems A/S

    发明人： ØLLGAARD, Børge

    IPC分类号： E02D27/42

    CPC分类号： E02D27/42 ,  E04G21/12 ,  E04G21/185

    摘要： The invention provides a method of laying a foundation (2) of a tower construction (3) which comprises a base flange (4). The method comprises the steps of: providing a number of anchor rods (9), providing a ring-shaped formwork (1), arranging the anchor rods (9) in a pit in the ground, arranging the formwork (1) in engagement with the anchor rods (9) so as to be supported thereby, casting a concrete element (5), casting a second casting layer in a groove (8) in the concrete element, the groove (8) being provided by the formwork (1), lowering the base flange (4) onto the second casting layer, and fixing the base flange to the concrete element.

    摘要翻译： 本发明提供了一种铺设塔架结构的基础的方法，其包括基底法兰。 该方法包括以下步骤：提供多个锚杆，提供环形模板，将锚杆布置在地面上的凹坑中，将模板布置成与锚杆接合以便被支撑， 混凝土元件，在混凝土构件的槽中铸造第二铸造层，所述槽由模板设置，将基座凸缘降低到第二铸造层上，并将基座凸缘固定到混凝土构件上。

    A SAFETY BLANKET FOR A TOWER OF A WIND POWER INSTALLATION
    8.
    发明公开
    A SAFETY BLANKET FOR A TOWER OF A WIND POWER INSTALLATION 有权
    瑞士TURM EINER WINDENERGIEANLAGE

    公开(公告)号：EP2496831A2

    公开(公告)日：2012-09-12

    申请号：EP10773905.4

    申请日：2010-11-02

    申请人： Vestas Wind Systems A/S

    发明人： ØLLGAARD, Børge

    IPC分类号： F03D1/00 ,  E04G21/32

    CPC分类号： E04G21/3261 ,  E04G3/246 ,  E04G21/3266 ,  F03D80/50 ,  Y02E10/726 ,  Y10T29/49826

    摘要： The present invention relates to a tower for a wind power installation. The tower comprises a wall extending from a foundation in an upwards direction towards a nacelle and defines an enclosed space. Furthermore, the tower comprises a safety blanket which is distended across the tower interior along an inner surface of the wall to thereby split the enclosed space into an upper compartment above the blanket and a lower compartment below the blanket. The safety blanket is flexible.

    摘要翻译： 本发明涉及一种用于风力发电设备的塔架。 该塔包括从基座向上延伸到机舱并且限定封闭空间的壁。 此外，塔包括安全毯，该安全毯沿壁的内表面延伸穿过塔内部，从而将封闭空间分割成毯子上方的上隔室和毯子下方的下隔室。 安全毯是灵活的。

    METHOD FOR DAMPING OSCILLATIONS IN A WIND TURBINE
    9.
    发明授权
    METHOD FOR DAMPING OSCILLATIONS IN A WIND TURBINE 有权
    方法在风力涡轮机阻尼涨落。

    公开(公告)号：EP2215356B1

    公开(公告)日：2011-06-29

    申请号：EP08854737.7

    申请日：2008-11-27

    申请人： Vestas Wind Systems A/S

    发明人： ØLLGAARD, Børge

    IPC分类号： F03D11/00

    CPC分类号： F03D80/00 ,  F05B2260/96 ,  Y02E10/72

    摘要： The present invention relates to a method for damping oscillations in a wind turbine comprising a wind turbine tower, a nacelle arranged on top of said wind turbine tower, and a number of rotor blades rotatably connected to the nacelle. The oscillations to be damped originate from forces induced on the nacelle and the wind turbine tower by the rotating rotor blades. The method comprises the steps of providing an internally suspended pendulum mass structure being operationally connected to an upper tower section, providing a platform being fixedly attached to the upper tower section, and providing damping means comprising one or more friction members being displaceably arranged relative to the platform, the one or more friction members being adapted to be displaced relative to the platform in response to relative movements between the suspended pendulum mass structure and the platform in order to dissipate energy from the suspended pendulum mass structure by friction.