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Patent Agency Ranking
公开(公告)号：US09394879B2
公开(公告)日：2016-07-19
申请号：US13099454
申请日：2011-05-03
Applicant: Anders Nygaard Rasmussen
Inventor： Anders Nygaard Rasmussen
IPC: F03D1/00
CPC classification number: F03D1/001 , F03D13/10 , F05B2240/912 , Y02E10/726 , Y02E10/728
Abstract: A steel tower for a wind turbine with a plurality of segments arranged above each other is provided. The segments include steel having different qualities. The quality of the steel is determined by a yield limit of the steel.
Abstract translation: 提供了一种用于风力涡轮机的钢塔，其具有彼此排列的多个段。 这些部分包括具有不同质量的钢。 钢的质量由钢的屈服极限决定。
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公开(公告)号：US20130000241A1
公开(公告)日：2013-01-03
申请号：US13583066
申请日：2010-06-09
Applicant: Steen Kirkegaard Jensen , Anders Nygaard Rasmussen
Inventor： Steen Kirkegaard Jensen , Anders Nygaard Rasmussen
CPC classification number: E04H12/085 , F03D13/10 , F03D13/20 , F03D80/00 , F05B2240/40 , F05B2240/912 , Y02E10/728
Abstract: A wall portion for a tower of a wind turbine is provided. The wall portion has a first wall segment having a first flange at a lateral side of the first wall segment; a connection plate having a surface portion being mounted at a front side surface portion of the first wall segment; a second wall segment having a second flange at a lateral side of the second wall segment; and a third wall segment. The second flange is mechanically connected to the first flange. The connection plate protrudes an edge at another lateral side of the first wall segment. Another surface portion of the connection plate is mounted at a front side surface portion of the third wall segment and the connection plate protrudes an edge at a lateral side of the third wall segment.
Abstract translation: 提供了一种用于风力涡轮机的塔的壁部分。 所述壁部分具有第一壁段，所述第一壁段在所述第一壁段的侧面具有第一凸缘; 连接板，其具有安装在所述第一壁段的前侧表面部分处的表面部分; 第二壁段，其在第二壁段的侧面具有第二凸缘; 和第三个墙段。 第二凸缘与第一凸缘机械连接。 连接板在第一壁段的另一个侧面突出边缘。 连接板的另一表面部安装在第三壁段的前侧表面部分处，并且连接板在第三壁段的侧面突出边缘。
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3.发明申请METHOD FOR THE PRODUCTION OF WIND TURBINE TOWER SEGMENTS AND WIND TURBINE TOWER 审中-公开风力涡轮机塔段和风轮塔的生产方法公开(公告)号：US20140137507A1
公开(公告)日：2014-05-22
申请号：US14114767
申请日：2012-05-15
Applicant: Henrik STIESDAL , Lars HELTOFT , Steen Kirkegaard JENSEN , Anders Nygaard RASMUSSEN , Siemens Aktiengesellschaft
Inventor： Lars Heltoft , Steen Kirkegaard Jensen , Anders Nygaard Rasmussen , Henrik Stiesdal
IPC: E04H12/08
CPC classification number: E04H12/08 , F03D13/10 , Y02E10/728 , Y02P70/523 , Y10T29/49631
Abstract: A method is provided for the production of tower segments, which are used to assemble a wind turbine tower. The method includes providing a sheet steel, cutting the sheet steel into a plurality of steel plates, cutting at least one opening in the plurality of steel plates, and bending the steel plates into a desired shape. The steps are performed in a continuous process, such that the steel plates move from one step in the production to the next.
Abstract translation: 提供了用于生产用于组装风力涡轮机塔架的塔段的方法。 该方法包括提供钢板，将钢板切割成多个钢板，切割多个钢板中的至少一个开口，并将钢板弯曲成所需的形状。 这些步骤在连续的过程中进行，使得钢板从生产中的一个步骤移动到下一个步骤。
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公开(公告)号：US20130030772A1
公开(公告)日：2013-01-31
申请号：US13558417
申请日：2012-07-26
Applicant: Hans Laurberg , Anders Nygaard Rasmussen
Inventor： Hans Laurberg , Anders Nygaard Rasmussen
CPC classification number: F03D13/22 , E04H12/08 , E04H12/10 , E04H12/12 , F03D13/10 , F03D13/20 , F05B2240/912 , Y02E10/728
Abstract: A method of optimising a construction of a basis of a wind turbine is provided. A local load environment situation of a construction location is analysed, which results in local load-relevant environment data, based on which construction instructions are generated. These are further based on a set of predefined rules for processing the local load-relevant environment data, such that in a first selected region of the basis along a circumference of the tower and/or in a first selected region of the foundation the carrying structure of the basis is weakened in at least one selected horizontal cross-section with respect to possible maximum loads in comparison with a second region of the basis in the selected cross-section.
Abstract translation: 提供了一种优化风力涡轮机基础结构的方法。 分析施工位置的局部负荷环境情况，根据哪些施工指令生成本地负载相关环境数据。 这些进一步基于用于处理局部负载相关环境数据的一组预定义规则，使得在沿着塔的圆周和/或基础的第一选定区域的基础的第一选定区域中，承载结构 与所选择的横截面中的基础的第二区域相比，在相对于可能的最大载荷的至少一个选定的水平横截面中的基础被削弱。
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公开(公告)号：US20110271634A1
公开(公告)日：2011-11-10
申请号：US13099454
申请日：2011-05-03
Applicant: Anders Nygaard Rasmussen
Inventor： Anders Nygaard Rasmussen
CPC classification number: F03D1/001 , F03D13/10 , F05B2240/912 , Y02E10/726 , Y02E10/728
Abstract: A steel tower for a wind turbine with a plurality of segments arranged above each other is provided. The segments include steel having different qualities. The quality of the steel is determined by a yield limit of the steel.
Abstract translation: 提供了一种用于风力涡轮机的钢塔，其具有彼此排列的多个段。 这些部分包括具有不同质量的钢。 钢的质量由钢的屈服极限决定。
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