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1. 发明授权

US08146320B2 Modular kit for a wind turbine tower 有权
标题翻译：用于风力发电机塔的模块化套件
公开(公告)号：US08146320B2
公开(公告)日：2012-04-03
申请号：US10530142
申请日：2003-09-30
申请人： Marc Seidel , Martin Von Mutius , Ulrich Uphues
发明人： Marc Seidel , Martin Von Mutius , Ulrich Uphues
IPC分类号： E04H12/02 , E04C3/30
CPC分类号： E04H12/16 , E04H12/08 , F03D13/20 , F05B2240/40 , F05B2240/912 , F05B2250/231 , F05B2250/232 , Y02E10/728
摘要： The modular kit for a tower has a height ranging between a minimum height and a maximum height, in particular for a wind energy turbine, comprises a first conical tower segment (10) comprising a steel tube having a predetermined length (11), a second conical tower segment (12) comprising a steel tube having a predetermined length (12), and a first cylindrical tower segment (14) comprising a steel tube having a length between a predetermined minimum length and a predetermined maximum length. The length of the first cylindrical tower segment (14) can be adapted to the necessary height of the tower between its minimum height and its maximum height. The minimum height is the sum of the predetermined lengths (11,12) of the first and second conical tower segments (10,12) and the minimum length of the first cylindrical tower segment (14). The maximum height is the sum of the predetermined lengths (11,12) of the first and second conical tower segments (10,12) and the maximum length of the first cylindrical tower segment (14).
摘要翻译：用于塔架的模块化组件具有在最小高度和最大高度之间的高度，特别是对于风力涡轮机，包括第一锥形塔架段（10），其包括具有预定长度（11）的钢管，第二锥形塔架段包括具有预定长度（12）的钢管的锥形塔段（12）和包括长度在预定最小长度和预定最大长度之间的长度的钢管的第一圆柱形塔架段（14）。第一圆柱形塔段（14）的长度可以适应塔的最小高度和最大高度之间的必要高度。最小高度是第一和第二锥形塔段（10,12）的预定长度（11,12）和第一圆柱形塔架段（14）的最小长度之和。最大高度是第一和第二锥形塔段（10,12）的预定长度（11,12）和第一圆柱形塔架段（14）的最大长度之和。

2. 发明申请

US20060222465A1 Offshore wind energy system with non-skid feet 有权
标题翻译：海上风能系统采用非防滑脚
公开(公告)号：US20060222465A1
公开(公告)日：2006-10-05
申请号：US11390830
申请日：2006-03-28
申请人： Marc Seidel
发明人： Marc Seidel
IPC分类号： E02D5/54
CPC分类号： F03D13/22 , E02B17/00 , E02B2017/0091 , E02B2017/0095 , E02D27/42 , E02D27/425 , E02D27/52 , F03D13/10 , F05B2240/9121 , F05B2240/95 , F05B2240/96 , Y02E10/727 , Y02E10/728
摘要： This invention entails a wind energy system for offshore use with a longitudinal direction (L) running substantially vertically to an ocean surface in the erected state and with a plurality of feet determined for making contact with the ocean bottom whose extensions in the longitudinal direction (L), especially the depth and/or relief of the ocean bottom, are adapted to a predetermined erection site.
摘要翻译：本发明涉及一种用于海上使用的风能系统，其中纵向方向（L）在垂直状态下大致垂直于海洋表面延伸，并且确定为与沿纵向延伸的海底接触的多个脚（L ），特别是海底的深度和/或浮雕适应于预定的竖立位置。

3. 发明授权

US08057158B2 Oscillation damping of a wind turbine 有权
标题翻译：风力发电机的振荡阻尼
公开(公告)号：US08057158B2
公开(公告)日：2011-11-15
申请号：US11941459
申请日：2007-11-16
申请人： Marc Seidel , Martin Von Mutius , Dirk Steudel
发明人： Marc Seidel , Martin Von Mutius , Dirk Steudel
IPC分类号： F03D7/02
CPC分类号： F03D7/0296 , E02B2017/0091 , F03D7/0224 , F03D7/0256 , F03D7/0276 , F03D13/25 , F05B2240/95 , F05B2260/96 , F05B2270/304 , F05B2270/334 , Y02E10/723 , Y02E10/727
摘要： The invention relates to a wind turbine and a method for operating the wind turbine planted in the floor of a body of water. The wind turbine includes a support structure and a rotor, which is arranged on the support structure. The rotor has a rotor blade. The wind turbine operates in a trundle mode in order to reduce the oscillations in the support structure created through mechanical impacts on the support structure.
摘要翻译：本发明涉及一种风力涡轮机和用于操作种植在水体地板中的风力涡轮机的方法。风力涡轮机包括支撑结构和转子，其布置在支撑结构上。转子具有转子叶片。风力涡轮机以倒车模式操作，以便减少通过对支撑结构的机械冲击产生的支撑结构中的振荡。

4. 发明申请

US20080118342A1 OSCILLATION DAMPING OF A WIND TURBINE 有权
标题翻译：风力涡轮机的振荡阻尼
公开(公告)号：US20080118342A1
公开(公告)日：2008-05-22
申请号：US11941459
申请日：2007-11-16
申请人： Marc Seidel , Martin Von Mutius , Dirk Steudel
发明人： Marc Seidel , Martin Von Mutius , Dirk Steudel
IPC分类号： F03D7/02
CPC分类号： F03D7/0296 , E02B2017/0091 , F03D7/0224 , F03D7/0256 , F03D7/0276 , F03D13/25 , F05B2240/95 , F05B2260/96 , F05B2270/304 , F05B2270/334 , Y02E10/723 , Y02E10/727
摘要： The invention relates to a wind turbine and a method for operating the wind turbine planted in the floor of a body of water. The wind turbine includes a support structure and a rotor, which is arranged on the support structure. The rotor has a rotor blade. The wind turbine operates in a trundle mode in order to reduce the oscillations in the support structure created through mechanical impacts on the support structure.
摘要翻译：本发明涉及一种风力涡轮机和用于操作种植在水体地板中的风力涡轮机的方法。风力涡轮机包括支撑结构和转子，其布置在支撑结构上。转子具有转子叶片。风力涡轮机以倒车模式操作，以便减少通过对支撑结构的机械冲击产生的支撑结构中的振荡。

5. 发明申请

US20070006541A1 Tower foundation, in particular for a wind energy turbine 有权
标题翻译：塔楼基础，特别是风力发电机组
公开(公告)号：US20070006541A1
公开(公告)日：2007-01-11
申请号：US10565747
申请日：2003-08-09
申请人： Marc Seidel
发明人： Marc Seidel
IPC分类号： E02D27/00
CPC分类号： E02D27/42 , F03D13/22 , F05B2230/60 , F05B2240/912 , Y02E10/728 , Y02P70/523
摘要： A tower, in particular for a wind energy turbine, comprises a first tower segment (18) having a wall (20) comprising concrete material and a second tower segment (26) having a wall (28) comprising steel. The wall (28) of the second tower segment (26) comprises an end portion (30) embedded in an embedent portion (32) of the wall (20) of the first tower segment (18). The second tower segment (26) within its embedded end portion (30) comprises at least one anchoring element (38, 40, 52) projecting radially from an inner or an outer surface (42, 44) or both inner and outer surfaces (42, 44) of the wall (28) of the second tower segment (26), the anchoring elements (38, 40, 52) being arranged along an axial direction of the second tower segment (26).
摘要翻译：特别是用于风力涡轮机的塔架包括具有包括混凝土材料的壁（20）的第一塔架段（18）和具有包括钢的壁（28）的第二塔架段（26）。第二塔段（26）的壁（28）包括嵌入在第一塔段（18）的壁（20）的嵌入部分（32）中的端部（30）。在其嵌入的端部部分（30）内的第二塔架段（26）包括至少一个从内表面或外表面（42,44）或外表面（42）径向伸出的锚定元件（38,40,52），所述锚固元件（38,40,52）沿着所述第二塔架段（26）的轴向布置。

6. 发明申请

US20060225379A1 Modular kit for a wind turbine tower 有权
标题翻译：用于风力发电机塔的模块化套件
公开(公告)号：US20060225379A1
公开(公告)日：2006-10-12
申请号：US10530142
申请日：2003-09-30
申请人： Marc Seidel , Martin Von Mutius , Ulrich Uphues
发明人： Marc Seidel , Martin Von Mutius , Ulrich Uphues
IPC分类号： E04C3/30 , E04B1/00
CPC分类号： E04H12/16 , E04H12/08 , F03D13/20 , F05B2240/40 , F05B2240/912 , F05B2250/231 , F05B2250/232 , Y02E10/728
摘要： The modular kit for a tower has a height ranging between a minimum height and a maximum height, in particular for a wind energy turbine, comprises a first conical tower segment (10) comprising a steel tube having a predetermined length (11), a second conical tower segment (12) comprising a steel tube having a predetermined length (12), and a first cylindrical tower segment (14) comprising a steel tube having a length between a predetermined minimum length and a predetermined maximum length. The length of the first cylindrical tower segment (14) can be adapted to the necessary height of the tower between its minimum height and its maximum height. The minimum height is the sum of the predetermined lengths (11,12) of the first and second conical tower segments (10,12) and the minimum length of the first cylindrical tower segment (14). The maximum height is the sum of the predetermined lengths (11,12) of the first and second conical tower segments (10,12) and the maximum length of the first cylindrical tower segment (14).
摘要翻译：用于塔架的模块化组件具有在最小高度和最大高度之间的高度，特别是对于风力涡轮机，包括第一锥形塔架段（10），其包括具有预定长度（11）的钢管，第二锥形塔架段包括具有预定长度（12）的钢管的锥形塔段（12）和包括长度在预定最小长度和预定最大长度之间的长度的钢管的第一圆柱形塔架段（14）。第一圆柱形塔段（14）的长度可以适应塔的最小高度和最大高度之间的必要高度。最小高度是第一和第二锥形塔段（10,12）的预定长度（11,12）和第一圆柱形塔架段（14）的最小长度之和。最大高度是第一和第二锥形塔段（10,12）的预定长度（11,12）和第一圆柱形塔架段（14）的最大长度之和。

7. 发明授权

US07877944B2 Tower foundation, in particular for a wind energy turbine 有权
标题翻译：塔楼基础，特别是风力发电机组
公开(公告)号：US07877944B2
公开(公告)日：2011-02-01
申请号：US10565747
申请日：2003-08-09
申请人： Marc Seidel
发明人： Marc Seidel
IPC分类号： E02D27/32
CPC分类号： E02D27/42 , F03D13/22 , F05B2230/60 , F05B2240/912 , Y02E10/728 , Y02P70/523
摘要： A tower, in particular for a wind energy turbine, comprises a first tower segment (18) having a wall (20) comprising concrete material and a second tower segment (26) having a wall (28) comprising steel. The wall (28) of the second tower segment (26) comprises an end portion (30) embedded in an embedent portion (32) of the wall (20) of the first tower segment (18). The second tower segment (26) within its embedded end portion (30) comprises at least one anchoring element (38, 40, 52) projecting radially from an inner or an outer surface (42, 44) or both inner and outer surfaces (42, 44) of the wall (28) of the second tower segment (26), the anchoring elements (38, 40, 52) being arranged along an axial direction of the second tower segment (26).
摘要翻译：特别是用于风力涡轮机的塔架包括具有包括混凝土材料的壁（20）的第一塔架段（18）和具有包括钢的壁（28）的第二塔架段（26）。第二塔段（26）的壁（28）包括嵌入在第一塔段（18）的壁（20）的嵌入部分（32）中的端部（30）。在其嵌入的端部部分（30）内的第二塔架段（26）包括至少一个从内表面或外表面（42,44）或外表面（42）径向伸出的锚定元件（38,40,52），所述锚固元件（38,40,52）沿着所述第二塔架段（26）的轴向布置。

8. 发明授权

US07407342B2 Offshore wind energy system with non-skid feet 有权
标题翻译：海上风能系统采用非防滑脚
公开(公告)号：US07407342B2
公开(公告)日：2008-08-05
申请号：US11390830
申请日：2006-03-28
申请人： Marc Seidel
发明人： Marc Seidel
IPC分类号： E02B17/00
CPC分类号： F03D13/22 , E02B17/00 , E02B2017/0091 , E02B2017/0095 , E02D27/42 , E02D27/425 , E02D27/52 , F03D13/10 , F05B2240/9121 , F05B2240/95 , F05B2240/96 , Y02E10/727 , Y02E10/728
摘要： This invention entails a wind energy system for offshore use with a longitudinal direction (L) running substantially vertically to an ocean surface in the erected state and with a plurality of feet determined for making contact with the ocean bottom whose extensions in the longitudinal direction (L), especially the depth and/or relief of the ocean bottom, are adapted to a predetermined erection site.
摘要翻译：本发明涉及一种用于海上使用的风能系统，其沿垂直于竖立状态的海洋表面大致垂直延伸的纵向方向（L），并且确定用于与沿纵向延伸的海底接触的多个脚（L ），特别是海底的深度和/或浮雕适应于预定的竖立位置。

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