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    METHOD FOR THE REALIZATION OF ARTIFICIAL ISLANDS, EMBANKMENTS, PIERS, BREAKWATERS, PLATFORMS, OR SIMILAR STRUCTURES IN BODIES OF WATER AND STRUCTURES OBTAINED
    4.
    发明公开
    METHOD FOR THE REALIZATION OF ARTIFICIAL ISLANDS, EMBANKMENTS, PIERS, BREAKWATERS, PLATFORMS, OR SIMILAR STRUCTURES IN BODIES OF WATER AND STRUCTURES OBTAINED 有权
    程序要求承认人工岛，堤，PIEREN，水破碎机，平台或水中的类似结构和数量结构收到

    公开(公告)号：EP1866483A1

    公开(公告)日：2007-12-19

    申请号：EP06710583.3

    申请日：2006-03-16

    申请人： Sposito, Francesco

    发明人： Sposito, Francesco

    IPC分类号： E02D15/08 ,  E02D23/02 ,  E02B17/02 ,  E02B3/06

    CPC分类号： E02D25/00 ,  E02B3/06 ,  E02B17/02 ,  E02D15/08 ,  E02D23/02 ,  E02D23/16 ,  E02D27/52 ,  Y02A10/15 ,  Y02A10/22

    摘要： Artificial islands, embankments, piers, breakwaters, platforms, or similar structures, to be installed in bodies of water, such as rivers, lakes, seas, marshes, etc. comprising at least one pillar ( 10 ) realized by assembling a floating basement ( 11 ) with a set of structural elements ( 12 ) having same shape and dimensions. The basement ( 11 ) is a hollow part made of a bottom ( 15 ), and side walls ( 14 ) which delimitate an internal hollow space that can be reached from the outside through an aperture ( 18 ). The basement ( 11 ) is placed in an installation site ( 40 ) through, for instance, a crane. Then, on the bottom ( 15 ) of the basement ( 11 ) is laid down a certain quantity of a filling material ( 35 ) until the basement is partly under water. On the basement ( 11 ) are then positioned structural elements ( 12 ), one on top of the following. These are provided with side walls ( 14 ) having same shape and dimensions of the basement's side walls, and they are firmly fixed to one another in order to provide sealing and to avoid seepage of water inside the pillar ( 10 ) under construction. The above procedure is carried out until the basement ( 11 ) gets the bed ( 30 ) of the body of water. From the top of the last structural element ( 12 ) of the pillar ( 10 ), or head structural element, is inserted the filling material up to realize a firm flat surface ( 50 ) apt to be a base for any kind of building.

    Method and apparatus for installing marine silos
    6.
    发明公开
    Method and apparatus for installing marine silos 失效
    Verfahren und Vorrichtung zum Anlegen von Unterwassersilos。

    公开(公告)号：EP0260143A2

    公开(公告)日：1988-03-16

    申请号：EP87308022.0

    申请日：1987-09-10

    申请人： LME Petroscope Limited

    发明人： Dallimer, David Sydney ,  Nixon,Giles Martin Bail;ey

    IPC分类号： E21B7/124 ,  E21B7/20 ,  E21B7/18 ,  E21B33/037 ,  E02D23/02 ,  B63C11/36

    CPC分类号： E21B7/20 ,  B63C11/36 ,  E02D23/02 ,  E21B7/124 ,  E21B7/18 ,  E21B33/037 ,  E21B41/08

    摘要： A method and apparatus for installing marine silos to a desired depth into the seabed such that the interior of the silos is void of seabed material to a desired depth. A submergable silo positioning template operatively supports a silo and excavation modules during surface transportation to the intended site and is capable while floating and submerged of raising and lowering the silo relative to the template and maintaining vertical alignment of the silo. The submergable excavating module incorporates apparatus for loosening and removing sea bed material within the silo thus permitting the silo and excavating module to desend to a desired depth in the seabed. The template and the excavating module are separated from the silo after silo installation and are reused for other silo installations. During silo installation the influence of hydrostatically stimulated force may be employed to assist forcible insertion of the silo into the soil of the seabed.

    摘要翻译： 一种用于将海洋筒仓安装到希望的深度进入海底的方法和装置，使得筒仓的内部没有海床材料到期望的深度。 潜水筒仓定位模板在表面运输期间可操作地支撑筒仓和挖掘模块到达预期位置，并且能够相对于模板升高和降低料仓而浮起并浸没，并保持筒仓的垂直对准。 潜水挖掘模块包括用于松散和移除料仓内的海床材料的装置，从而允许料仓和挖掘模块在海床中达到期望的深度。 模板和挖掘模块在筒仓安装后与料仓分离，并重新用于其他筒仓安装。 在筒仓安装期间，可以采用水力学刺激力的影响，以帮助仓库强制插入海底土壤。

    Method for the construction and anchorage of a building structure to a foundation
    7.
    发明公开
    Method for the construction and anchorage of a building structure to a foundation 失效
    Verfahren zum Bauen und Verankern einesGebäudesauf einem Fundament。

    公开(公告)号：EP0008567A2

    公开(公告)日：1980-03-05

    申请号：EP79850075.7

    申请日：1979-08-21

    申请人： Rodahl, Torbjörn ,  Naess, Finn ,  Husebye, Eystein

    发明人： Rodahl, Torbjörn ,  Naess, Finn ,  Husebye, Eystein

    IPC分类号： E02D29/06 ,  E02D23/02

    CPC分类号： E02D23/02 ,  E02D29/06

    摘要： Method for the construction and anchorage of a building structure or the like, preferably a launched and floating building (11 or several building sections, to a foundation. On the construction site there is prepared a foundation whose crown or head portion is located below the draught of the floating building structure (1). The structure (1) is supported against the foundation by means of pillars or legs such that at least the substantial portion of the loads is transmitted by the pillars to the foundation. The foundation is surrounded with a sheet pile wall with an opening through which the building structure is floated in over the foundation, and the opening is closed once the structure has been moved in over the foundation. The building structure is supported against the foundation and the water inside the pile sheet wall is thereafter evacuated.

    摘要翻译： 建筑结构等的建造和锚固的方法，优选地是建筑物（1）或几个建筑部分到基础的建筑物和浮动建筑物（1）。 在施工现场，准备了一个基础，其顶部或头部位于浮动建筑物结构（1）的草稿之下。 结构（1）通过支柱或支腿支撑在基础上，使得至少大部分载荷通过支柱传递到基础。 基础被一个具有开口的片状桩壁围绕，建筑结构通过该开口浮在基础上，并且一旦结构被移动到基础上，开口就被关闭。 建筑结构被支撑在基础上，然后将堆垛壁内的水抽真空。

    SUBSEA FOUNDATIONS
    9.
    发明公开
    SUBSEA FOUNDATIONS 审中-公开

    公开(公告)号：EP4060121A1

    公开(公告)日：2022-09-21

    申请号：EP22162749.0

    申请日：2022-03-17

    申请人： Subsea 7 Limited

    发明人： MACLEAY, Alan John

    IPC分类号： E02B17/02 ,  E02D23/02 ,  E02D27/42 ,  F03D13/20 ,  F03D13/25

    摘要： A subsea foundation comprises a caisson (16) that is at least predominantly of steel and is preferably made mainly of flat steel plates, using conventional shipyard fabrication techniques. The caisson is lightweight, hence being transportable aboard an installation vessel rather than requiring towing, and can be lifted onto and off the vessel by a marine crane.
    The caisson has a base and a peripheral wall (42) upstanding from the base (40) to define at least one open-topped compartment (52) in which ballast (50) can be deposited onto the base after the caisson is lowered to the seabed.
    A column (20) like a monopile for a wind turbine is co-operable with or fixed to the caisson (16). The column may be lowered with the caisson or lowered after the caisson and united with the caisson on the seabed. For the latter purpose, the caisson may comprise a tubular socket that receives the column telescopically.