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    Floating foundation for mass production
    3.
    发明授权
    Floating foundation for mass production 有权
    大量生产浮动基础

    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。

    Floating Foundation for Mass Production
    4.
    发明申请
    Floating Foundation for Mass Production 有权
    大规模生产浮动基金会

    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。

    Floating platform with improved anchoring
    5.
    发明授权
    Floating platform with improved anchoring 有权
    浮动平台具有改进的锚固

    公开(公告)号：US08657534B2

    公开(公告)日：2014-02-25

    申请号：US12914205

    申请日：2010-10-28

    申请人： Jens Jähnig

    发明人： Jens Jähnig

    IPC分类号： B63B35/44

    CPC分类号： B63B35/44 ,  B63B21/29 ,  B63B21/502 ,  B63B2035/446 ,  F03D13/25 ,  F05B2240/93 ,  Y02E10/727

    摘要： The floating platform (2) according to the invention is provided with anchors (9-11) which are arranged vertically below connecting locations (20, 21, 22) on a floating support structure (7). Mooring cables (26, 27, 28) extend from each anchor (9-11) vertically upward to corresponding connecting locations while other mooring cables (29) to (34) extend at an angle upward to connecting locations arranged beyond the center (19). As a result, a stable floating platform with high load-carrying capacity is obtained.

    摘要翻译： 根据本发明的浮动平台（2）设置有垂直于浮动支撑结构（7）上的连接位置（20,21,22）下方布置的锚定件（9-11）。 系泊电缆（26,27,28）从每个锚固件（9-11）垂直向上延伸到对应的连接位置，而其他系泊缆索（29）至（34）以一定角度向上延伸到布置在中心（19）之外的连接位置， 。 结果，获得了具有高承载能力的稳定的浮动平台。