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1. 发明申请

WO2022002515A1 HYBRID ANCHOR 审中-公开
公开(公告)号：WO2022002515A1
公开(公告)日：2022-01-06
申请号：PCT/EP2021/064716
申请日：2021-06-01
申请人： SUBSEA MICROPILES LTD.
发明人： LOONEY, Tony
IPC分类号： E02D23/02 , E02D27/06 , E02D27/12 , E02D27/52 , E02D27/525
摘要： A hybrid anchor (10) comprises a caisson comprising a lid (35) and a rigid skirt (37) wherein the skirt defines an open end of the caisson and the lid comprises a valve, the skirt of the caisson being configured to engage with a substrate upon which it is placed, thus defining a sealed interior space and, in use, the skirt (37) is induced to sink into the substrate by evacuating the contents of the interior space through the valve. A drilling template is fixed to the lid (35) of the caisson, the drilling template being configured to receive at least one pile (40) at a respective location relative to the caisson lid (35) such that the at least one pile (40) may be driven though the caisson lid and into the substrate at an angle from 90 degrees to the plane of the lid up to an angle avoiding intersection between the at least one pile and the skirt to fix the position of the hybrid anchor within the substrate.

2. 发明申请

WO2020246893A1 UNCONSOLIDATED MATERIAL ANCHOR DEVICE AND PROCESS FOR ARRANGING AN ANCHOR PILE IN UNCONSOLIDATED MATERIALS 审中-公开
公开(公告)号：WO2020246893A1
公开(公告)日：2020-12-10
申请号：PCT/NO2020/050136
申请日：2020-05-26
申请人： DR. TECHN. OLAV OLSEN AS
发明人： HERMSTAD, Jon
IPC分类号： B63B21/26 , B63B21/34 , E02D23/02 , E02D27/52
摘要： Unconsolidated material anchor device (1) and method for arranging an anchor pile in unconsolidated materials. The anchor device (1) consists of an elongate continuous open box construction with a triangle-shaped cross-section comprising a first wall surface (5), second wall surface (10) and a third wall surface (15). The first wall surface (5) is in its lower end area, which is introduced into unconsolidated materials, extended outwards in connecting areas (5a, 5b) with the two a jacent second and third wall surfaces (10, 15) whereby two cantilevered wall surfaces (8a, 8b) are formed and that in a lower area of the connecting area (5c) between the second and third wall surface (10, 15) an anchor pile (20) is arranged.

3. 发明申请

WO2018150063A1 ESTRUCTURA MARÍTIMA PARA LA CIMENTACIÓN POR GRAVEDAD DE EDIFICACIONES, INSTALACIONES Y AEROGENERADORES EN EL MEDIO MARINO 审中-公开
公开(公告)号：WO2018150063A1
公开(公告)日：2018-08-23
申请号：PCT/ES2018/000007
申请日：2018-02-01
申请人： BERENGUER INGENIEROS S.L.
发明人： BERENGUER COBIÁN, José
IPC分类号： E02D27/52 , E02D27/06 , F03D13/25 , E02D23/02
摘要： Estructura marítima para la cimentación por gravedad de edificaciones, instalaciones o aerogeneradores en el medio marino, que presenta grandes ventajas para su construcción, transporte, puesta en posición y operación, gracias a las novedades que introduce en su diseño frente a otros tipos existentes. Consta de una base con forma triangular equilátera achaflanada, de altura suficiente para optimizar la navegabilidad, compuesta por una trama de paramentos verticales que forman celdas hexagonales o triangulares, que se cierran en sus extremos por una losa inferior y otra superior, y tres torres cerradas de sección hexagonal regular o circular, situadas en sus vértices. La estructura es remolcable con el aerogenerador, o superestructura que soporta, completamente instalada, con bajo calado inicial, gran estabilidad naval y baja resistencia al desplazamiento. Su proceso de fondeo se realiza mediante el lastrado por gravedad de sus celdas con agua de mar, sin necesidad de ningún medio adicional, ni embarcaciones auxiliares de grandes capacidades, ni de elementos de flotación ajenos a la estructura en sí. Puede ser ubicada como cimentación de gravedad desde los 20, hasta los 50 metros de profundidad, y para su desmantelamiento puede ser reflotada para su traslado íntegro de nuevo a puerto.

4. 发明申请

WO2018038305A1 케이슨 블록 시공 방법 및 케이슨 블록 구조체 审中-公开
标题翻译：沉箱砌块施工方法和沉箱砌块结构
公开(公告)号：WO2018038305A1
公开(公告)日：2018-03-01
申请号：PCT/KR2016/010058
申请日：2016-09-08
申请人： (주)유주
发明人： 김상기
IPC分类号： E02B3/06 , E02D23/02 , E02D23/08 , E02D25/00
摘要： 본 발명은, 복수의 케이슨 블록이 서로 오프셋되어 배치되며, 아울러 복수의 케이슨 블록이 사석 채움과 상하방향 결속용 콘크리트 기둥부에 의하여 결합되도록 함으로써 매우 견고한 구조체를 형성할 수 있는 새로운 방식의 케이슨 블록 시공 방법과 이에 의하여 시공된 케이슨 블록 구조체를 제공하게 된다.
摘要翻译：
本发明设置有多个沉箱它们块相互抵消，以及以形成非常刚性结构，通过使多个沉箱的组合通过抛石填充混凝土柱部分，用于竖直地联接块将提供安装由此构造的沉箱块和沉箱块结构的新方法。

5. 发明申请

WO2013076133A3 FOUNDATION AND METHOD OF MANUFACTURE 审中-公开
标题翻译：基金会和制造方法
公开(公告)号：WO2013076133A3
公开(公告)日：2013-11-21
申请号：PCT/EP2012073220
申请日：2012-11-21
申请人： CETEAL , CATHIE ASSOCIATES SARL , D V OFFSHORE , BUSINESS CRESCENDO
发明人： DUPOUY HENRY , HUMMEL THIERRY , HAMMANN MARTIN , JACQUEMET CYRILLE , DUTHEIL DE LA ROCHERE ALAIN
IPC分类号： E02D23/02 , E02D23/16
CPC分类号： E02D23/16 , E02D23/02
摘要： A foundation for an off-shore structure comprises: - a hollow gravity caisson (8) fillable with water, and having a bottom surface, - one bag (13), attached to the caisson, extending below the caisson and fillable with a dense fluid element. The bag (13) comprises a flexible envelope (16) having a flexible bottom (21) and flexible peripheral walls (22) extending from the bottom to the caisson. Not all the bottom surface (8b) of the caisson has a bag below.
摘要翻译：离岸结构的基础包括： - 可填充水的中空重力沉箱（8），并具有底面， - 附接到沉箱的一个袋（13），在沉箱下方延伸并且可以用致密流体填充元件。袋（13）包括具有柔性底部（21）的柔性包层（16）和从底部延伸到沉箱的柔性周壁（22）。并不是所有的沉箱的底面（8b）都有一个下面的袋子。

6. 发明申请

WO2013123383A1 STATIONARY POSITIONED OFFSHORE WINDPOWER PLANT (OWP) AND THE METHODS AND MEANS FOR ITS ASSEMBLING,TRANSPORTATION, INSTALLATION AND SERVICING 审中-公开
标题翻译：国际定位海上风电厂（OWP）及其组装，运输，安装和维修的方法和手段
公开(公告)号：WO2013123383A1
公开(公告)日：2013-08-22
申请号：PCT/US2013/026420
申请日：2013-02-15
申请人： BELINSKY, Sidney , BELINSKIY, Aleksey
发明人： BELINSKY, Sidney , BELINSKIY, Aleksey
IPC分类号： E02B17/08 , E02D29/00 , E02D25/00 , E02D23/02 , E02D5/54
CPC分类号： F03D13/22 , B63B35/4406 , E02B2017/0078 , E02B2017/0091 , F03D13/25 , F03D13/40 , F05B2230/60 , F05B2230/80 , F05B2240/95 , Y02E10/727 , Y02P70/523
摘要： An Offshore Windpower Plant (OWP) includes wind turbine and foundation with the means that allow installing them by a new method that exclude the use of Jack up Crane Vessel. By this method, named OWP Technology, the completely assembled wind turbines would be lifted from the shore stand, using buoyancy force of Catamaran Wind Installer (CWTI), transported to the preinstalled foundation, engaged with it in a manner that would exclude CWTI from rolling and pitching and by this allow to use installed foundation as the base for stability for safe placing wind turbine on it. Thus would allow placing wind turbines on foundations regardless the depth of their installation. The CWTI does not need heavy lift revolving heavy lift crane it also does not need legs, thus makes it simpler, smaller and drastically less expensive that Jack up Crane Vessels.
摘要翻译：海上风力发电厂（OWP）包括风力发电机和基础设施，允许通过不使用杰克起重机船的新方法进行安装。通过这种方法命名为OWP技术，使用双体船安装机（CWTI）的浮力将完全组装好的风力发电机从岸架上提升，运送到预安装的基础上，与CWTI的滚动并且通过这种方式允许使用安装的基础作为用于安全地放置风力涡轮机的稳定性的基础。因此，无论其安装深度如何，都可以将风力涡轮机安装在地基上。 CWTI不需要重型升降机旋转重型起重机，它也不需要双臂，因此使起重机容器更简单，更小更便宜。

7. 发明申请

WO2010144337A2 MODULAR TOPSIDES SYSTEM AND METHOD HAVING DUAL INSTALLATION CAPABILITIES FOR OFFSHORE STRUCTURES 审中-公开
标题翻译：海上结构的双重安装能力的模块化系统和方法
公开(公告)号：WO2010144337A2
公开(公告)日：2010-12-16
申请号：PCT/US2010/037569
申请日：2010-06-07
申请人： TECHNIP FRANCE , AYERS, Thomas Ray , EILERTSEN, Terje W. , PERCLE, Jon , BALAKRISHNAN, Viswanathan
发明人： AYERS, Thomas Ray , EILERTSEN, Terje W. , PERCLE, Jon , BALAKRISHNAN, Viswanathan
IPC分类号： E02D23/02 , E02B17/00 , E02D25/00
CPC分类号： B63B9/065 , B63B2009/067 , B63B2035/442 , E02B2017/0039
摘要： The present disclosure provides an improved method and system for loading a topsides onto an offshore structure by functional modules. A module support frame forms a supporting structure to which production modules can be assembled. The production modules are adapted to extract or process hydrocarbons from a hydrocarbon well in an offshore location. One production module is a well bay production module to which other production modules can be coupled, including a drilling support production module, separation production module, export module, and utility module. The module support frame can be loaded onto floating barges and other modules assembled thereto to allow the barges to provide incremental and controlled support during the loading process and for the floatover installation. The barges can be floated out to the offshore structure and loaded onto the offshore structure by methods including a floatover method or with a heavy-lift crane vessel.
摘要翻译：本公开提供了一种用于通过功能模块将顶层装载到海上结构上的改进的方法和系统。模块支撑框架形成可以组装生产模块的支撑结构。生产模块适用于从海上位置的烃井提取或处理碳氢化合物。一个生产模块是可以耦合其他生产模块的井架生产模块，包括钻井支撑生产模块，分离生产模块，出口模块和实用模块。模块支撑框架可以装载到浮动驳船和组装在其上的其他模块，以允许驳船在装载过程和浮式安装期间提供增量和受控的支撑。驳船可以漂浮到海上结构，并通过包括浮式方法或重型起重船的方法装载到海上结构上。

8. 发明申请

WO2008037963A1 IMPROVEMENTS IN AND RELATING TO PILE OR COLUMN INSTALLATION 审中-公开
标题翻译：改进和相关于桩或柱安装
公开(公告)号：WO2008037963A1
公开(公告)日：2008-04-03
申请号：PCT/GB2007/003575
申请日：2007-09-24
申请人： FUGRO SEACORE LIMITED , WILLIAMS, Neil, Maxwell
发明人： WILLIAMS, Neil, Maxwell
IPC分类号： E02D15/08 , E02D23/02
CPC分类号： E02D15/08
摘要： An installation for handling a pile or column (14) for its erection at a predetermined location from the bed (SB) of a volume of water, including means (3) for locating the pile or column at said predetermined location, gripper/support means/units (11, 12) for physically engaging with the pile or column (14) at a position offset from the region (17) of the centre of gravity of the pile or column whilst the pile or column is floating in the water, and means for enabling the pipe or column to tilt to a required orientation with respect to the said bed (SB).
摘要翻译：一种用于处理桩或柱（14）的装置，用于在与一定体积的水的床（SB）的预定位置处竖立，包括用于在所述预定位置定位桩或柱的装置（3），夹持器/支撑装置 /单元（11,12），用于在桩或柱漂浮在水中时在与桩或柱的重心区域（17）偏移的位置处与桩或柱（14）物理接合，以及用于使所述管或塔相对于所述床（SB）倾斜到所需定向的装置。

9. 发明申请

WO2021008748A1 METHOD FOR ASSEMBLING AN OFFSHORE WIND TURBINE, TOWER FOUNDATION FOR AN OFFSHORE WIND TURBINE AND OFFSHORE WIND TURBINE 审中-公开
公开(公告)号：WO2021008748A1
公开(公告)日：2021-01-21
申请号：PCT/EP2020/062118
申请日：2020-04-30
申请人： SIEMENS GAMESA RENEWABLE ENERGY A/S
发明人： SOERENSEN, Johnny
IPC分类号： E02D27/42 , E02D19/04 , E02D23/02 , E02D27/06 , E02D27/22 , E02D27/52
摘要： Method for assembling an offshore wind turbine (1), wherein the wind turbine (1) comprises a tower foundation (2) with at least one hollow ballast chamber (24, 25), wherein the method comprises the following steps: - assembling the tower foundation (2) on a dry dock-like construction site (6), wherein the construction site (6) is located below the sea level (8) and separated from the sea (7) by a barrier (9), - launching the tower foundation (2) to the sea (7) by, at least partially, removing or opening the barrier (9) and/or filling water into the construction site (6) leading to a flooding of the construction site (6), - towing the swimming tower foundation (2) to a target position (26) on the sea (7) by a vessel (27), - loading the at least one ballast chamber (24, 25) of the tower foundation (2) with ballast material (24, 25) causing the tower foundation (2) to sink down until it permanently rests on the sea ground (31), and - installing a tower (3) of the wind turbine (1) on the tower foundation (2).

10. 发明申请

WO2017174834A1 DISPOSITIVO DE PROTECCIÓN FRENTE A LA SOCAVACIÓN DE RELLENOS GRANULARES SUMERGIDOS EN ESTRUCTURAS DE GRAVEDAD 审中-公开
标题翻译：防止重力结构中沉积颗粒状填料的防护装置
公开(公告)号：WO2017174834A1
公开(公告)日：2017-10-12
申请号：PCT/ES2016/070236
申请日：2016-04-07
申请人： DRAGADOS, S.A. , DRACE INFRAESTRUCTURAS, S.A. , SA BESIX NV
发明人： BAUDUIN, Christophe , VAZQUEZ ROMERO, Miguel , GONZALEZ PATIÑO, Noelia , MARTIN DIAZ, Elena , REMON HIGUERA, Jaime
IPC分类号： E02D27/42 , E02D23/02 , E02B17/02
摘要： Dispositivo de protección frente a la socavación de rellenos granulares sumergidos en estructuras de gravedad, en las que se requiere depositar un relleno (4) con materiales granulares, una vez sumergidas, para que alcancen suficiente peso propio que garantice su estabilidad frente a las acciones a las que son sometidas, que consiste una o varias tapas porosas (1) que asientan y/o se fijan como cierre superior de la estructura (3) para dar protección al relleno interior (4), cada una de las cuales presenta una pluralidad de aberturas (11) distribuidas en su superficie, que tienen un tamaño adecuado para permitir el paso del material de relleno (4), que es transferido al interior de la estructura (3) por simple vertido hasta alcanzar una altura próxima a la tapa (1), dejando un margen o cámara (5) entre ambos, adecuado para que se genere una turbulencia interna que disipe la energía del oleaje y corrientes incidentes, dificultando la salida de material de relleno del interior a través de las aberturas (11).
摘要翻译：
设备保护选项| N对socavaci＆冲突与浸渍在重力的结构粒状填料，其需要沉积填充（4）与粒状材料，一旦浸没，到达足够的自重以保证其稳定性抵抗它们所经受的动作，其包括一个或多个多孔盖（1），其作为结构（3）的顶部封闭装置和/或被固定，以保护填充物内部（4），每个内部具有分布在其表面上的多个开口（11），所述开口（11）具有合适的尺寸以允许填充材料（4）通过，所述填充材料（4）（3）通过简单的倾倒直到达到靠近盖（1）的高度，在它们之间留下边缘或间隙（5），适合于产生耗散波能的内部湍流，以及事件流，dificu 从内部通过开口（11）锁住填充材料的出口。

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