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1. 发明公开

EP4446024A2 TUBULAR STRUCTURE 审中-公开
公开(公告)号：EP4446024A2
公开(公告)日：2024-10-16
申请号：EP24198161.2
申请日：2021-01-28
申请人： Keystone Tower Systems, Inc.
发明人： SMITH, Eric D , BRIDGERS, Loren Daniel , TAKATA, Rosalind K
IPC分类号： B21C37/15
CPC分类号： E04H12/08 , B21C37/185 , B29C53/585 , B21C37/154 , B21C37/122 , B21C37/123 , B21C37/126 , B21C37/127 , B21C37/128 , Y02E10/72
摘要： Tubular structures, systems, and methods are generally directed to support structures having structural properties similar to thick-walled structures while being formed using materials having thickness amendable to rolling and welding and, thus, useful for rapid and cost-effective fabrication.

2. 发明授权

EP4073332B1 TUBULAR STRUCTURE 有权
公开(公告)号：EP4073332B1
公开(公告)日：2024-09-11
申请号：EP21707528.2
申请日：2021-01-28
IPC分类号： E04H12/08 , B21C37/12 , B21C37/18 , B29C53/58 , B21C37/15
CPC分类号： E04H12/08 , B21C37/185 , B29C53/585 , B21C37/154 , B21C37/122 , B21C37/123 , B21C37/126 , B21C37/127 , B21C37/128 , Y02E10/72

4. 发明授权

EP3754184B1 TOWER SEGMENT, TOWER, SEGMENTATION METHOD, AND WIND TURBINE 有权
公开(公告)号：EP3754184B1
公开(公告)日：2024-05-08
申请号：EP19867244.6
申请日：2019-05-10
IPC分类号： F03D13/20 , E04H12/08
CPC分类号： Y02E10/728 , Y02E10/72 , Y02P70/10 , E04H12/085 , E04H12/08 , F03D13/20 , F05B2230/6020130101 , B26D3/16 , Y02P70/50

5. 发明授权

EP2478171B1 TUBULAR BUILDING STRUCTURE WITH HINGEDLY CONNECTED PLATFORM SEGMENT 有权
公开(公告)号：EP2478171B1
公开(公告)日：2018-08-15
申请号：EP10754405.8
申请日：2010-09-14
申请人： Vestervangen Holding Odense ApS
发明人： KRYGER, Arne , RYHOLL, Lars
IPC分类号： E04H7/22 , E04H12/08 , E04G11/06 , E04H12/34
CPC分类号： E04H12/08 , E04H7/22 , E04H12/085 , E04H12/34 , Y02B10/30 , Y02E10/728
摘要： The present invention relates to a tubular building structure or tower 10 comprising superposed tube sections 12. At least some of the tube sections 12 are provided with platform segments 28 that are hinge-connected and foldable from a collapsed position in which they are positioned close to the tube sections 12 to a position of use in which they extend radially inwardly into the tubular building structure 10 in the mounted position of the tube sections 12. In particular the invention relates to a tube segment 16 adapted to be interconnected with other tube segments 16 to form a tubular building structure or tower 10 comprising superposed tube sections 12, each tube section being formed by interconnected axially extending tube segments 16. The tube segment 6 is provided with a platform segment 28 that is hinge-connected and foldable from a collapsed position in which it is positioned close to the tube segment 16 to 1 a position of use in which it extends radially inwardly into the tubular building structure 10 in the mounted position of the tube segments 16. The tube segment 6 may comprise flanges 17 along each side of opposite longitudinal sides of the tube segment 16 for interconnection with other tube segments 16 via registering holes in the flanges 17. Furthermore, the platform segment 28 may be hinge-20 connected to such flanges 17. The invention further relates to a method of erecting a tubular building structure 10 comprising such tube segments 16.

6. 发明公开

EP3327284A1 CONNECTION ASSEMBLY FOR WIND TURBINE TOWER 有权转让
公开(公告)号：EP3327284A1
公开(公告)日：2018-05-30
申请号：EP17203379.7
申请日：2017-11-23
申请人： General Electric Company
发明人： PAL, Sujan Kumar , NANUKUTTAN, Biju , ATTIKODIGE CHANDRASHEKHARA, Pranesh
IPC分类号： F03D13/20
CPC分类号： E04H12/08 , E04B1/48 , E04B2001/2415 , F03D13/20 , F16B5/045 , F16B5/12 , Y02E10/728
摘要： A connection assembly 100 for a tower 12 of a wind turbine 10 is provided. The connection assembly 100 includes a first tower section segment 30 having an inner surface 38 spaced apart from an outer surface 40. A second tower section segment 32 is positioned adjacent to the first tower section segment 30 and includes an inner surface 42 spaced apart from an outer surface 44. The first tower section segment 30 and the second tower section segment 32 define a vertically extending gap 60 therebetween. A connector plate 102 includes a first connector plate portion 104, a second connector plate portion 106 spaced apart from the first connector plate portion 104, and a third connector plate portion 108 positioned between the first connector plate portion 104 and the second connector plate portion 106. The first connector plate portion 104 couples to the first tower section segment 30. The second connector plate 106 portion couples to the second tower section segment 32. The third connector plate portion 108 extends through the vertically extending gap 60.

7. 发明公开

EP3212358A1 LINK-PLATE CONNECTION FOR MONOPOLE REINFORCING BARS 有权
标题翻译：单板钢筋的连接板连接
公开(公告)号：EP3212358A1
公开(公告)日：2017-09-06
申请号：EP15864303.1
申请日：2015-09-24
申请人： Tower Engineering Solutions, LLC
发明人： SEMAAN, Robert
IPC分类号： B23P17/00 , E04C3/00 , E04G21/00 , E04G21/14 , E04H12/00 , E04H12/02
CPC分类号： E04H12/08 , C01B6/24 , C07B31/00 , C07D295/03 , E04C5/06 , E04H12/2292
摘要： Reinforcing bars include load transfer connectors. A link plate includes openings that mate with the load transfer connectors to overlie the splice between reinforcing bars being spliced. A cover plate may be fastened over the link plate.
摘要翻译：钢筋包括负载转移连接器。链板包括与负载转移连接器配合的开口，以覆盖拼接的钢筋之间的拼接件。盖板可以紧固在链板上。

8. 发明授权

EP2199497B1 Turm einer Windenergieanlage 有权
公开(公告)号：EP2199497B1
公开(公告)日：2017-08-16
申请号：EP09175780.7
申请日：2009-11-12
申请人： Senvion GmbH
发明人： Meesenburg, Uwe
IPC分类号： E04H12/08 , E04H12/34
CPC分类号： E04H12/08 , Y10T29/49631

9. 发明公开

EP3177788A1 TRAGENDE ELEMENTE EINER TRAGENDEN STRUKTUR, DAZUGEHÖRIGE VERBINDUNGSELEMENTE, SOWIE VORRICHTUNGEN UND VERFAHREN ZUR HERSTELLUNG DERSELBEN 审中-公开
标题翻译：支撑上部结构要素，相关的连接器和设备和方法生产同样
公开(公告)号：EP3177788A1
公开(公告)日：2017-06-14
申请号：EP15756362.8
申请日：2015-08-06
申请人： Ecoenterprises GmbH
发明人： GREVENER, Christoph , LAWRENCE, Petra
IPC分类号： E04H12/08 , E04H12/10 , E04H12/16 , E04H12/20 , B21B1/00 , B21C1/00 , E04B1/24 , E04C2/08 , E04C2/38 , E04C3/04 , E04C3/26 , E04C3/32 , E04C5/08 , B21D5/08
CPC分类号： E04H12/08 , B21B1/08 , B21B1/12 , E04C2/08 , E04C2/384 , E04C3/32 , E04C5/08 , E04H12/085 , E04H12/10 , E04H12/16 , E04H12/20
摘要： The invention relates to supporting elements and to the connection elements thereof of an at least two-part shell, beam, or framework supporting structure (1), which is made of a metal material and in which fatigue is primarily relevant to the dimensions, for any application and in any geometry. The invention is characterized in that the supporting elements (2.1 to 2.n) of the complete structure or individual structure portions are pretensioned partially or all around on one or more planes on the inside or outside by means of tensioning elements (3.1 to 3.m) at a bracing angle (β) and/or by means of operating loads to such a degree that the stress of each individual supporting element under all expected operating loads, even under extreme loads, always occurs in the pulsating stress range according to the threshold tension ratio 1
摘要翻译：本发明涉及支撑元件和到其的连接元件的至少两部分的外壳，梁，或框架的支撑结构（1）所有其由在哪个疲劳的金属材料构成，并且是尺寸主要相关的，用于任何应用程序在任何几何形状。本发明以特征的DASS模具的完整结构或单个结构的部分的支撑元件（2.1至2.N）被部分地预拉伸或四周上的内部或外部通过张紧元件的意思是一个或多个平面（3.1至第三米）在支撑角（β）和/或通过操作载荷的手段来寻求度做每个单独的支承元件的应力所有预期工作负荷下，甚至极端载荷下，总是发生在脉动应力范围雅丁到阈值张力比1

10. 发明公开

EP3163075A1 WINDENERGIEANLAGE, LASTENVERTEILUNGSSYSTEM EINER WINDENERGIEANLAGE UND VERFAHREN ZUM ERRICHTEN EINES TURMS EINER WINDENERGIEANLAGE 有权转让
标题翻译：风力发电设备，风力发电设备和方法为建设大厦A座风力发电厂的负载均衡系统
公开(公告)号：EP3163075A1
公开(公告)日：2017-05-03
申请号：EP16192842
申请日：2016-10-07
申请人： SENVION GMBH
发明人： FROST BERND
IPC分类号： F03D13/20 , E02D27/42 , E04H12/34 , F03D13/10
CPC分类号： F03D13/20 , E02D27/425 , E04H12/08 , E04H12/085 , F03D13/10 , F03D13/22 , F05B2240/912 , Y02E10/728
摘要： Die Erfindung betrifft eine Windenergieanlage (2), ein Lastverteilungssystem sowie ein Verfahren zum Errichten eines Turms (4) einer Windenergieanlage (2). Die Windenergieanlage (2) umfasst einen Turm (4) und ein Fundament (6), wobei der Turm (4) einen unteren Verbindungsflansch (12) mit einer Anzahl von Öffnungen aufweist, und wobei das Fundament (6) eine Anzahl von Verbindungselementen (14) aufweist, die aus einer Oberseite (16) des Fundaments (6) herausragen und im montierten Zustand des Turms (4) zumindest einige der Öffnungen des Verbindungsflansches (12) durchsetzen. Es ist ein Lastverteilungssystem mit einem ersten Lastverteilungsring (18) und mit einem zweiten Lastverteilungsring (20) vorgesehen. Die Verbindungselemente (14) durchsetzen die Lastverteilungsringe (18, 20) im montierten Zustand des Turms (4).

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