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1. 发明申请

WO2008052557A2 A WIND ENERGY CONVERTER, A METHOD AND USE HEREOF 审中-公开
标题翻译：风能转换器，方法和使用方法
公开(公告)号：WO2008052557A2
公开(公告)日：2008-05-08
申请号：PCT/DK2007/000472
申请日：2007-11-02
申请人： VESTAS WIND SYSTEMS A/S , LARSEN, Gerner , HENRIKSEN, Niels Martin , CHRISTENSEN, Jan Bjerre , JENSEN, Søren P.
发明人： LARSEN, Gerner , HENRIKSEN, Niels Martin , CHRISTENSEN, Jan Bjerre , JENSEN, Søren P.
CPC分类号： F03D80/60 , F03D9/00 , F03D13/22 , F03D13/25 , F03D80/40 , F05B2260/205 , Y02E10/725 , Y02E10/728
摘要： The invention relates to a wind energy converter (7) comprising a wind turbine (1), a wind turbine foundation (6) and temperature control means (10) for controlling the temperature of one or more areas (23) of the wind turbine (1). The temperature control means (10) including means for exchanging heat (16). The wind energy converter (7) is characterized in that the means for exchanging heat (16) is positioned in the ground (9) outside the foundation (6). Furthermore, the invention relates to a method for controlling the temperature of one or more areas (23) of a wind energy converter (7) and use thereof.
摘要翻译：本发明涉及一种包括风力涡轮机（1），风力涡轮机基座（6）和用于控制风力涡轮机的一个或多个区域（23）的温度的温度控制装置（10）的风能转换器（7） 1）。温度控制装置（10）包括用于交换热量的装置（16）。风能转换器（7）的特征在于，用于交换热量的装置（16）位于地基（6）外部的地面（9）中。此外，本发明涉及一种用于控制风能转换器（7）的一个或多个区域（23）的温度的方法及其用途。

2. 发明申请

WO2016116107A1 WIND TURBINE TOWER 审中-公开
标题翻译：风涡轮塔
公开(公告)号：WO2016116107A1
公开(公告)日：2016-07-28
申请号：PCT/DK2015/050397
申请日：2015-12-16
申请人： VESTAS WIND SYSTEMS A/S
发明人： JENSEN, Søren P. , LYNGSØ, Casper , PEDERSEN, Gunnar K. Storgaard , ØLLGAARD, Børge
IPC分类号： E04H12/20 , F03D13/20
CPC分类号： F03D13/20 , E04H12/20 , E04H12/342 , F05B2240/917 , Y02E10/726 , Y02E10/728
摘要： A wind turbine tower configured to support a wind turbine nacelle and a rotor, and with a tower wall of an inner surface and an outer surface. The tower is tethered by a number of cables, each cable extending between a first end anchored to an anchoring element and an opposite, second end attached to the tower at an attachment element. Two cables extending from two different anchoring elements are attached to the tower such that longitudinal projection lines from the second ends of the two cables converge at a convergence point, which lies at a location at a certain height and inside the tower wall thickness. Alternatively, the convergence point lies inside the tower within a distance of three wall thicknesses from the wall inner surface as measured at the height and in a direction perpendicular to the central longitudinal axis of the tower. The invention further relates to a method of erecting a wind turbine tower tethered by cables and configured for supporting a rotor assembly, and wherein the tower comprises a number of tower sections joined to each other. The method comprises positioning a first tower section, attaching at least some of the tethering cables to a second tower section while the second tower section is on the ground, lifting the second tower section with the attached cables onto the first tower section, and joining the second tower section to the first.
摘要翻译：一种风力涡轮机塔架，其构造成支撑风力涡轮机机舱和转子，并且具有内表面和外表面的塔壁。塔被许多电缆束缚，每个电缆在锚固到锚固元件的第一端和在附接元件附接到塔的相对的第二端之间延伸。从两个不同的锚定元件延伸的两根电缆连接到塔架上，使得来自两条电缆的第二端的纵向投影线会聚在位于一定高度和塔壁厚度内部的会聚点。或者，收敛点位于塔内部的距离壁内表面三个壁厚的距离内，该高度和垂直于塔的中心纵向轴线的方向。本发明还涉及一种竖立由电缆牵引并构造成用于支撑转子组件的风力涡轮机塔架的方法，并且其中塔架包括彼此连接的多个塔架段。该方法包括定位第一塔架部分，将第二塔架部分在地面上时将至少一些系固缆线连接到第二塔架段，将第二塔架部分用附接的缆索提升到第一塔架段上，并将第二塔段到第一。

3. 发明申请

WO2015062608A1 METHOD OF DAMPING WIND TURBINE TOWER OSCILLATIONS 审中-公开
标题翻译：风力涡轮机振荡的阻尼方法
公开(公告)号：WO2015062608A1
公开(公告)日：2015-05-07
申请号：PCT/DK2014/050340
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： F03D11/00
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：一种阻尼风力涡轮机塔架中的振荡的方法，包括将一袋材料或液体连接到距离塔壁的第一横向距离处的塔架部件。该袋还从塔组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配置成在所述风力涡轮机塔架中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。

4. 发明申请

WO2014198277A1 WIND TURBINE TOWER HAVING A DAMPER 审中-公开
标题翻译：具有阻尼器的风涡轮塔
公开(公告)号：WO2014198277A1
公开(公告)日：2014-12-18
申请号：PCT/DK2014/050164
申请日：2014-06-11
申请人： VESTAS WIND SYSTEMS A/S
发明人： ØLLGAARD, Børge , JENSEN, Søren P.
IPC分类号： F03D11/00
CPC分类号： F03D7/0296 , E04B1/985 , E04H12/00 , F03D13/20 , F03D80/00 , F03D80/88 , F05B2250/231 , F05B2260/964 , F16F7/10 , Y02E10/726
摘要： The present invention relates to wind turbine towers and in particular to such towers having a damper for use when erecting the tower and prior to installing a nacelle on the top of the tower. The invention also relates to a method for damping wind turbine towers. One aspect of the invention involves a wind turbine tower (2) with an upper tower structure (24) and a damper (5) comprising, - a liquidless damper housing (7,8) fixed to the upper structure, - a cylindrical interior surface of the damper housing, and - a damper mass having a horizontal extent which is less than a horizontal extent of the cylindrical interior surface of the damper housing, and - at least one shock absorbing structure, where the damper mass is arranged to, when the tower oscillates, essentially stay in a standstill location, whereby a relative movement between the tower and the damper mass may cause an impact with between the tower mass and the shock absorbing structure dependent on the magnitude of the amplitude of the tower oscillation. A main technical progress is that the damper does not need detailed tuning to the towers natural frequency. As long as the damper mass is sufficient, it may be used for damping a range of tower sizes and heights.
摘要翻译：技术领域本发明涉及风力涡轮机塔架，特别涉及具有用于在架设塔架时和在将塔架顶部安装机舱之前使用的阻尼器的塔架。本发明还涉及一种用于阻尼风力涡轮机塔架的方法。本发明的一个方面涉及具有上部塔架结构（24）和阻尼器（5）的风力涡轮机塔架（2），该风力涡轮机塔架包括： - 固定到上部结构的无液体阻尼器壳体（7,8）， - 圆柱形内表面和 - 阻尼器块，其具有小于所述阻尼器壳体的圆柱形内表面的水平范围的水平范围，以及 - 至少一个减震结构，其中所述阻尼块被布置成塔基本上停留在停止位置，由此塔和阻尼块之间的相对运动可能导致塔体和冲击吸收结构之间的相对运动，这取决于塔架振荡幅度的大小。主要的技术进步是阻尼器不需要对塔固有频率进行详细的调谐。只要阻尼器质量足够，它可以用于阻尼塔尺寸和高度的范围。

5. 发明申请

WO2008052556A3 A WIND ENERGY CONVERTER, A WIND TURBINE FOUNDATION, A METHOD AND USE OF A WIND TURBINE FOUNDATION 审中-公开
公开(公告)号：WO2008052556A3
公开(公告)日：2008-05-08
申请号：PCT/DK2007/000471
申请日：2007-11-02
申请人： VESTAS WIND SYSTEMS A/S , LARSEN, Gerner , HENRIKSEN, Niels Martin , CHRISTENSEN, Jan Bjerre , JENSEN, Søren P.
发明人： LARSEN, Gerner , HENRIKSEN, Niels Martin , CHRISTENSEN, Jan Bjerre , JENSEN, Søren P.
IPC分类号： F03D9/00 , F03D11/00
摘要： The invention provides for a wind energy converter (7) comprising a wind turbine (1), a wind turbine foundation (6) including a strengthening structure (16), and temperature control means (10) for controlling the temperature of one or more areas (23) of the wind turbine (1). The wind energy converter (7) is characterized in that at least a part of the temperature control means (10) adjoins the strengthening structure (16). The invention further relates to a wind turbine foundation (6, 25, 27) comprising a strengthening structure (16). The wind turbine foundation (6, 25, 27) is characterized in that the foundation (6, 25, 27) comprises at least a part of temperature control means (10) for heat exchanging with one or more areas (23) of a wind turbine (1) and in that at least a part of said temperature control means (10) adjoins said strengthening structure (16). Even further the invention relates to a method for controlling the temperature of one or more areas (23) of a wind turbine (1) and use of a wind turbine foundation (6, 25, 27).

6. 发明申请

WO2017133744A1 METHOD OF REPLACING ANCHOR BOLTS IN WIND TURBINE FOUNDATIONS 审中-公开
标题翻译：在风力涡轮机基础上更换锚固螺栓的方法
公开(公告)号：WO2017133744A1
公开(公告)日：2017-08-10
申请号：PCT/DK2017/050023
申请日：2017-02-02
申请人： VESTAS WIND SYSTEMS A/S
发明人： HVAS SANDVAD, Ingemann , JENSEN, Søren P.
IPC分类号： F03D13/20 , F03D80/50
CPC分类号： F03D80/50 , E02D27/425 , F03D13/22 , F05B2230/80 , F05B2260/301 , Y02E10/728
摘要： A method of replacing an anchor bolt used to support a wind turbine to a foundation. The method includes providing the wind turbine and the foundation supporting the wind turbine. The foundation includes a lower base flange, at least one anchor bolt extending between the lower base flange and a lower tower flange of the wind turbine, and a rigid body at least partially formed around the at least one anchor bolt. The method further includes drilling a core in the lower tower flange and the rigid body circumferentially around the anchor bolt and removing the anchor bolt and the core to create a cavity. The method further includes inserting a replacement anchor bolt into the cavity and coupling the replacement anchor bolt to the lower base flange. The replacement anchor bolt may then be tensioned.
摘要翻译：
将用于支撑风力涡轮机的地脚螺栓更换为地基的方法。该方法包括提供风力涡轮机和支撑风力涡轮机的基础。基座包括下基座凸缘，至少一个在下基座凸缘和风力涡轮机的下塔架凸缘之间延伸的锚定螺栓，以及围绕至少一个锚定螺栓至少部分地形成的刚体。该方法进一步包括在下部塔架凸缘和刚性主体周围围绕锚定螺栓钻孔并移除锚定螺栓和核心以形成空腔。该方法进一步包括将替换锚定螺栓插入到空腔中并且将替换锚定螺栓联接到下部基部凸缘。更换的地脚螺栓可能会被拉紧。

7. 发明申请

WO2017108043A1 METHOD FOR FORMING A WIND TURBINE FOUNDATION AND RELATED SYSTEM FOR FORMING SUCH A FOUNDATION 审中-公开
标题翻译：形成风力涡轮机基础的方法和用于形成这种基础的相关系统
公开(公告)号：WO2017108043A1
公开(公告)日：2017-06-29
申请号：PCT/DK2016/050397
申请日：2016-11-25
申请人： VESTAS WIND SYSTEMS A/S
发明人： BROHM, Anders , JENSEN, Søren P. , ØLLGAARD, Børge
IPC分类号： E02D27/42 , F03D13/20
CPC分类号： E02D27/425 , F03D13/22 , Y02E10/728
摘要： A method of forming a wind turbine foundation includes providing an anchor cage in an excavation pit, the anchor cage including an upper flange, a lower flange, and a plurality of anchor bolts extending therebetween. A first cementitious material is directed into the excavation pit so that the anchor cage becomes at least partially embedded in the material, which is allowed to cure to form a rigid body. A connecting element is selectively engaged with the upper flange and an actuating element is positioned in operative relation with the connecting element, the connecting and actuating elements positioned in non-contact relation with the anchor bolts. The actuating element is actuated relative to the connecting element to raise the upper flange from the rigid body into a leveled position. A second cementitious material is directed into a space beneath the raised upper flange and is allowed to cure to form a support layer.
摘要翻译：一种形成风力涡轮机基础的方法包括：在挖掘坑中提供锚笼，所述锚笼包括上凸缘，下凸缘以及在其间延伸的多个锚定螺栓。将第一胶凝材料导入挖掘坑中，使得锚固笼至少部分地嵌入在材料中，使其固化以形成刚性体。连接元件选择性地与上凸缘接合并且致动元件定位成与连接元件操作关系，连接元件和致动元件与锚定螺栓非接触地定位。致动元件相对于连接元件致动以将上凸缘从刚体升高到平整位置。将第二种胶凝材料引入凸起的上凸缘下方的空间中并使其固化以形成支撑层。

8. 发明申请

WO2017101940A1 ON-SHORE WIND TURBINE FOUNDATION 审中-公开
标题翻译：岸上风力涡轮机基础
公开(公告)号：WO2017101940A1
公开(公告)日：2017-06-22
申请号：PCT/DK2016/050396
申请日：2016-11-25
申请人： VESTAS WIND SYSTEMS A/S
发明人： BROHM, Anders , JENSEN, Søren P. , LYNGSØ, Casper
IPC分类号： E02D27/42
CPC分类号： E02D27/425
摘要： The invention relates to a foundation system for the foundation of a wind turbine at an onshore site, wherein the foundation system comprises a slab foundation placed at an excavation level and configured for supporting the tower, and a drainage layer of a first drainage material extending underneath the slab foundation such as to allow any groundwater to permeate through the layer. The foundation system further comprises a reservoir volume of a second drainage material and which is placed in fluid communication with at least a part of a peripheral portion of the drainage layer to allow a fluid flow of any groundwater between the drainage layer and the reservoir volume. The invention further relates to a method for making a foundation system as mentioned above.
摘要翻译：本发明涉及一种用于在陆上场地建立风力涡轮机的基础系统，其中该基础系统包括放置在挖掘水平处并被配置用于支撑该塔的板式基础和排水系统第一排水材料层在平板基础下方延伸，以允许任何地下水渗透通过该层。该地基系统还包括第二排水材料的储水容积，并且该第二排水材料被放置成与排水层的外围部分的至少一部分流体连通，以允许任何地下水在排水层和储水容积之间的流体流动。本发明还涉及如上所述的制造基础系统的方法。

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