公开(公告)号：US20130019792A1

公开(公告)日：2013-01-24

申请号：US13553249

申请日：2012-07-19

申请人： Jens Jähnig ,  Alexander Zacharias

发明人： Jens Jähnig ,  Alexander Zacharias

IPC分类号： B63B35/44 ,  B63B9/00 ,  F03D11/04

CPC分类号： B63B35/44 ,  B63B1/04 ,  B63B3/04 ,  B63B9/065 ,  B63B15/02 ,  B63B21/502 ,  B63B2001/044 ,  B63B2003/145 ,  B63B2009/067 ,  B63B2035/446 ,  B63B2241/08 ,  B63B2241/12 ,  F03D13/22 ,  F03D13/25 ,  F05B2240/93 ,  Y02E10/727 ,  Y02P70/523 ,  Y10T29/49826

摘要： A floating structure has an annular support as an underwater support with a buoyant body. A tower penetrates the annular support centrally and is connected to the annular support at a location underneath the annular support by slantedly outwardly ascending tension spokes and at a location above the annular support by slantedly outwardly descending tension spokes. Anchors on the ocean floor are connected by tension elements with the annular support. The structure is built by the steps of supporting by auxiliary devices the annular support on a floor of a basin that can be flooded; positioning the tower at the center of the annular support in vertical position; attaching the tension spokes at the annular support and at the tower; flooding the basin; towing the structure to its desired final position; and lowering and anchoring the structure in a submerged floating position.

摘要翻译： 浮动结构具有作为具有浮力体的水下支撑件的环形支撑件。 塔中心地穿透环形支撑件，并且通过倾斜向外​​上升的张力轮辐在环形支撑件下方的位置处连接到环形支撑件，并且通过倾斜向外​​的向下的张力轮辐在环形支撑件上方的位置处连接到环形支撑件。 海底上的锚杆与环形支架的张力元件连接。 该结构通过辅助装置支撑在可以被淹没的盆地的地板上的环形支撑的步骤构成; 将塔架定位在环形支架的中心处于垂直位置; 将张力轮辐连接在环形支撑件和塔架上; 淹水盆地; 将结构拖到所需的最终位置; 并将结构降低并锚定在淹没的浮动位置。

公开(公告)号：US08752495B2

公开(公告)日：2014-06-17

申请号：US13553249

申请日：2012-07-19

申请人： Jens Jähnig ,  Alexander Zacharias

发明人： Jens Jähnig ,  Alexander Zacharias

IPC分类号： B63B35/44

CPC分类号： B63B35/44 ,  B63B1/04 ,  B63B3/04 ,  B63B9/065 ,  B63B15/02 ,  B63B21/502 ,  B63B2001/044 ,  B63B2003/145 ,  B63B2009/067 ,  B63B2035/446 ,  B63B2241/08 ,  B63B2241/12 ,  F03D13/22 ,  F03D13/25 ,  F05B2240/93 ,  Y02E10/727 ,  Y02P70/523 ,  Y10T29/49826

摘要： A floating structure has an annular support as an underwater support with a buoyant body. A tower penetrates the annular support centrally and is connected to the annular support at a location underneath the annular support by slantedly outwardly ascending tension spokes and at a location above the annular support by slantedly outwardly descending tension spokes. Anchors on the ocean floor are connected by tension elements with the annular support. The structure is built by the steps of supporting by auxiliary devices the annular support on a floor of a basin that can be flooded; positioning the tower at the center of the annular support in vertical position; attaching the tension spokes at the annular support and at the tower; flooding the basin; towing the structure to its desired final position; and lowering and anchoring the structure in a submerged floating position.

摘要翻译： 浮动结构具有作为具有浮力体的水下支撑件的环形支撑件。 塔中心地穿透环形支撑件，并且通过倾斜向外​​上升的张力轮辐在环形支撑件下方的位置处连接到环形支撑件，并且通过倾斜向外​​的向下的张力轮辐在环形支撑件上方的位置处连接到环形支撑件。 海底上的锚杆与环形支架的张力元件连接。 该结构通过辅助装置支撑在可以被淹没的盆地的地板上的环形支撑的步骤构成; 将塔架定位在环形支架的中心处于垂直位置; 将张力轮辐连接在环形支撑件和塔架上; 淹水盆地; 将结构拖到所需的最终位置; 并将结构降低并锚定在淹没的浮动位置。