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1. 发明申请

WO2015170098A1 OFFSHORE STRUCTURE WITH SELF-INSTALL, SELF-LEVEL AND SELF-PILE CAPABILITIES 审中-公开
标题翻译：具有自主安装，自动和自身能力的海上结构
公开(公告)号：WO2015170098A1
公开(公告)日：2015-11-12
申请号：PCT/GB2015/051332
申请日：2015-05-06
申请人： RENEWABLE HYDROCARBONS LTD
发明人： HAIGH, Peter
IPC分类号： E02B17/02 , F03D11/04 , F03B13/00 , E02B17/00
CPC分类号： E02B17/02 , E02B17/027 , E02B2017/0065 , E02B2017/0073 , E02B2017/0078 , E02D5/22 , E02D7/20 , E02D2250/0053 , F03B13/00 , F03B13/26 , F03D13/22 , F05B2240/912 , F05B2240/97 , H02K7/1823 , Y02B10/30 , Y02E10/38 , Y02E10/72
摘要： A offshore structure (10) comprising a tube (12) having a longitudinal axis (32) and comprising an open-ended lower end (22) whose peripheral edge (24) is adapted to cut into the sea bed (14) as the offshore structure (10) is driven into it, the offshore structure(10) comprising: a plurality of stabilisers (18) each comprising a main body portion forming a hollow interior volume (23) and having an open lower end (22) whose peripheral edge (24) is adapted, in use, to cut into the sea bed (14), whereby in use, a trapped volume of fluids is retained in the hollow interior volume between the main body portion and the sea bed (14), each stabiliser (18) further comprising an outlet (34) communicating with its respective hollow interior volume (23) and a control means (36) to control, in use, the egress of the trapped volume of fluids from the hollow interior volume (23) of each respective stabiliser (18), and wherein the geometric centres of the hollow interior volumes (23) of the stabilisers (18) are radially offset(44)from the longitudinal axis (32) of the offshore structure (10).
摘要翻译：一种海上结构（10），包括具有纵向轴线（32）的管（12），并且包括开口的下端（22），其外围边缘（24）适于作为海上切割入海床（14）结构（10）被驱动进入其中，海上结构（10）包括：多个稳定器（18），每个稳定器包括形成中空内部容积（23）的主体部分，并且具有敞开的下端（22）（24）在使用中适于切入海床（14），由此在使用中，被捕获的体积的流体被保持在主体部分和海床（14）之间的中空内部容积中，每个稳定器（18）还包括与其相应的中空内部容积（23）连通的出口（34）和控制装置（36），以在使用中控制来自所述中空内部容积（23）的所捕获体积的流体的出口每个相应的稳定器（18），并且其中稳定器的中空内部体积（23）的几何中心 s（18）与离岸结构（10）的纵向轴线（32）径向偏移（44）。

2. 发明申请

WO2014098612A1 SHALLOW WATER PLATFORM 审中-公开
标题翻译：浅水平台
公开(公告)号：WO2014098612A1
公开(公告)日：2014-06-26
申请号：PCT/NO2013/050226
申请日：2013-12-18
申请人： SEVAN MARINE ASA
发明人： MAJOR, Fredrik
IPC分类号： B63B21/50 , E02B17/02
CPC分类号： B63B21/50 , B63B2021/505 , E02B17/02 , E02B17/021 , E02B17/08 , E02B2017/0056 , E02B2017/0078
摘要： A device is described for hull (1) in all essentials symmetrical about a centre axis (11) and arranged to be accommodated resting on a seabed (3), where the hull (1) is provided with several support means (17) which in an active position protrudes downwards from a hull bottom (12) and is arranged to maintain the centre axis (11) of the hull (1) in a specified position by each support mean (17) being arranged for vertical displacement in relation to one or both of the hull (1) and the seabed (3). It is also described a method of positioning a hull (1) in all essentials symmetrical about a centre axis (11) on a seabed (3).
摘要翻译：描述了关于中心轴线（11）对称的所有必需品中的船体（1）的装置，并且被布置成容纳在海床（3）上，其中船体（1）设置有多个支撑装置（17）主动位置从船体底部（12）向下突出并且被布置成通过每个支撑平面（17）将船体（1）的中心轴线（11）保持在指定位置，该支撑平面（17）相对于一个或船体（1）和海底（3）。还描述了将船体（1）定位在围绕海床（3）上的中心轴线（11）对称的所有必需品中的方法。

3. 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。

4. 发明申请

WO2012121674A1 SKIRTED FOUNDATION FOR PENETRATING SOFT MATERIAL 审中-公开
标题翻译：用于穿透软质材料的基础
公开(公告)号：WO2012121674A1
公开(公告)日：2012-09-13
申请号：PCT/SG2012/000075
申请日：2012-03-07
申请人： KEPPEL OFFSHORE & MARINE TECHNOLOGY CENTRE PTE LTD , FOO, Kok Seng , QUAH, Chin Kau , PURWANA, Okky Ahmad , KRISDANI, Henry
发明人： FOO, Kok Seng , QUAH, Chin Kau , PURWANA, Okky Ahmad , KRISDANI, Henry
IPC分类号： E02B17/02
CPC分类号： E02B17/021 , E02B2017/006 , E02B2017/0078 , E02B2017/0082
摘要： The present invention provides a skirted foundation that can be used in a jack-up rig for providing enhanced bearing capacity. The skirted foundation comprises a spudcan footing having an upper part and a base, wherein the upper part and the base are coupled at their peripherals to form an outer edge, wherein both the upper part and the base have a flat or conical configuration, and wherein the upper part supports one leg of a jack-up rig, and the base has a flat bottom or downward slope, and a skirt having an upper end being integrally coupled to the spudcan footing and downwardly projected to encircle the base and a lower end for penetrating seabed, wherein the skirt comprises a plurality of circumferential openings adjacent to the base of the spudcan footing and located within the top half of the skirt height.
摘要翻译：本发明提供一种能够用于提升增强的承载能力的自升式钻机中的裙边基础。裙边基座包括具有上部部分和底部的沥青基部，其中上部部分和基部在其外围部分处连接以形成外部边缘，其中上部部分和底部都具有平坦或圆锥形构造，并且其中上部支撑自升式钻机的一条腿，并且底座具有平坦的底部或向下的斜面，以及裙部，其上端整体地联接到突出物支脚并向下突出以包围底座，下端用于穿透海底，其中裙部包括邻近渗透物基脚的基部并且位于裙部高度的上半部内的多个周向开口。

5. 发明申请

WO2010143966A2 FOUNDATION BASE 审中-公开
标题翻译：基金会基金会
公开(公告)号：WO2010143966A2
公开(公告)日：2010-12-16
申请号：PCT/NO2010/000211
申请日：2010-06-08
申请人： SEATOWER AS , RAMSLIE, Sigurd , KARAL, Eva
发明人： RAMSLIE, Sigurd
IPC分类号： E02D15/06
CPC分类号： E02D27/52 , B63B21/27 , E02B2017/0078 , E02D15/06
摘要： A device for installation on a seabed (S) below a body of water (W) comprises a first wall element (23; 5; 7a-c) having a second wall element (22; 2; 4a-c) extending from and along the periphery of the first wall element, the first and second wall elements thereby defining an open compartment (20; 9; 3a-c). The second wall element is adapted for penetration into the seabed (S) whereby the compartment is closed by said wall elements and the seabed. A sealing means (F) is provided in the compartment (20; 9; 3a-c) and extending to the second wall element (22; 2; 4a-c), thereby defining a membrane (F) between the compartment and the seabed. The sealing means (F) comprises a membrane which is impervious to water. A foundation base (1) comprise a plurality of devices, connected via a central structure (5; 13, 13'). It is also provided an autonomous fluid control device (11) for controlling the flow of a first fluid and a second fluid, comprising a chamber (14) having a first opening (15) and a second opening (16). A closure element (17) is movable within the chamber (14) and adapted for selectively closing and opening the first opening (15) and the second opening (16), and comprising a material having a bulk density which is greater than the density of first fluid and less than the density of the second fluid. The closure element (17) may comprise a spherical element.
摘要翻译：一种用于安装在水体（W）下方的海底（S）上的装置包括：第一壁元件（23; 5; 7a-c），具有从其延伸的并沿其延伸的第二壁元件（22; 2; 4a-c）第一壁元件的周边，第一和第二壁元件由此限定开放隔室（20; 9; 3a-c）。第二壁元件适于穿透入海底（S），由此隔室被所述壁元件和海底封闭。密封装置（F）设置在隔室（20; 9; 3a-c）中并延伸到第二壁元件（22; 2; 4a-c），从而在隔室和海底之间限定隔膜。密封装置（F）包括不透水的膜。基座（1）包括经由中心结构（5; 13,13'）连接的多个装置。还提供了一种用于控制第一流体和第二流体的流动的自主流体控制装置（11），包括具有第一开口（15）和第二开口（16）的室（14）。闭合元件（17）可在腔室（14）内移动并且适于选择性地关闭和打开第一开口（15）和第二开口（16），并且包括堆积密度大于第一流体并且小于第二流体的密度。闭合元件（17）可以包括球形元件。

6. 发明申请

WO2006125791A1 METHOD AND ASSEMBLY FOR INSTALLING OILFIELD EQUIPMENT AT THE WATER BOTTOM 审中-公开
标题翻译：用于在水底下安装油田设备的方法和装配
公开(公告)号：WO2006125791A1
公开(公告)日：2006-11-30
申请号：PCT/EP2006/062558
申请日：2006-05-24
申请人： SHELL INTERNATIONALE RESEARCH MAATSCHAPPIJ B.V. , SHELL CANADA LIMITED , BREIVIK, Harald Wahl
发明人： BREIVIK, Harald Wahl
IPC分类号： E21B19/00
CPC分类号： E21B19/002 , E02B2017/0078
摘要： Subsea oilfield equipment (2), such as an oil and/or gas production template, is installed at the water bottom (16) by means of a submerged installation vessel (1) from which hoisting lines (3A, 3B) are deployed to support the equipment during the installation procedure, which lines (3A,3B) are reeled from at least one hoisting line reeling winch (3A,3B) mounted at the submerged installation vessel (1) to lower the equipment (2) at a desired speed and in a substantially horizontal position onto the water bottom (16) .
摘要翻译：海底油田设备（2），如石油和/或天然气生产模板，通过淹没式安装船（1）安装在水底（16）处，起吊线（3A，3B）从该水下安装船在安装过程中的设备，从安装在浸没式安装容器（1）上的至少一个提升线卷取绞盘（3A，3B）卷起线路（3A，3B），以期望的速度降低设备（2）在水底部（16）上的基本上水平的位置。

7. 发明申请

WO2017179992A1 SUBSEA FOUNDATION 审中-公开
标题翻译： SUBSEA基金会
公开(公告)号：WO2017179992A1
公开(公告)日：2017-10-19
申请号：PCT/NO2017/050088
申请日：2017-04-07
申请人： STATOIL PETROLEUM AS
发明人： EIDE, Asle , YETGINER-TJELTA, Tor Inge , STRØM, Pål Johannes
IPC分类号： E02D27/52 , B63B21/27 , E21B33/037
CPC分类号： B63B21/27 , E02B2017/0078 , E02D27/52 , E21B33/037 , E21B41/08
摘要： A method of installing a subsea foundation is provided. The method comprises: providing a suction anchor, the suction anchor comprising an inner member, which may be a pipe for a well, and an outer suction skirt located around the inner member, wherein the inner member protrudes from the outer suction skirt, wherein the step of providing the suction anchor comprises attaching at least the portion of the inner member which protrudes from the outer suction skirt at the installation site; moving the suction anchor towards a seabed so the inner member penetrates the seabed before the outer suction skirt; further moving the suction anchor towards the seabed until the outer suction skirt reaches the seabed; and sucking the suction anchor into the sea bed. A subsea foundation is also provided. The foundation comprises a suction anchor, the suction anchor comprising an inner member, which may be a pipe for a well, and an outer suction skirt located around the inner member, wherein the inner member protrudes from the outer suction skirt.
摘要翻译：提供了一种安装海底基础的方法。所述方法包括：提供抽吸锚固件，所述抽吸锚固件包括内部构件和内部构件，所述内部构件可以是用于井的管道，所述内部构件位于所述内部构件周围，其中所述内部构件从所述外部吸入裙部突出，其中所述提供抽吸锚固体的步骤包括：将至少部分内部构件从安装位置处的外吸入裙部突出; 将吸力锚移向海床，使得内部构件在外部吸入裙部之前穿透海床; 进一步将吸力锚朝向海床移动，直到外吸入裙部到达海床; 并将吸力锚吸入海床中。还提供了海底基础。该基座包括抽吸锚定件，抽吸锚定件包括内部构件和内部构件，内部构件可以是用于井的管道，外部吸入裙部位于内部构件周围，其中内部构件从外部抽吸裙部突出。

8. 发明申请

WO2017099605A1 A PLATFORM ARRANGEMENT FOR OFFSHORE ENERGY EXPLOITATION 审中-公开
标题翻译：海上能源开发的平台布置
公开(公告)号：WO2017099605A1
公开(公告)日：2017-06-15
申请号：PCT/NO2016/050250
申请日：2016-11-30
申请人： JØRN HAUGVALDSTAD ENTERPRISE AS
发明人： HAUGVALDSTAD, Jørn
IPC分类号： E02B17/02 , E02D27/00 , E21B43/00 , F03D13/20 , F03D13/25
CPC分类号： F03D13/25 , E02B17/027 , E02B2017/0065 , E02B2017/0073 , E02B2017/0078 , E02B2017/0091 , Y02E10/727
摘要： A platform arrangement (1) for offshore energy exploitation comprising an elongated structure (3) with a base portion (5) and a top portion (7). The base portion is adapted to be anchored in the seabed of the sea so that the elongated structure extends away from the seabed towards the surface of the sea. The top portion is adapted to hold process equipment (11) for said exploitation. The arrangement further comprises a plurality of pipes (12) for the operation of the exploitation extending from the base portion to the top portion of the structure. The structure comprises an outer casing (50) and an inner casing (52) arranged so that an outer space (54) is formed between the outer casing and the inner casing. The plurality of pipes are arranged so that they extend in said outer space from the base portion to the top portion of the structure.
摘要翻译：一种用于海上能源开采的平台装置（1），包括具有基部（5）和顶部（7）的细长结构（3）。基部适于锚定在海床的海床中，使得细长结构从海床向海面延伸。顶部适于保持用于所述开采的处理设备（11）。该装置进一步包括多个管（12），用于操作从结构的底部部分延伸到顶部部分的开采。所述结构包括外壳（50）和内壳（52），所述外壳（50）和内壳（52）布置成使得在外壳和内壳之间形成外部空间（54）。多个管子布置成使得它们从结构的底部部分延伸到所述外部空间中。

9. 发明申请

WO2016000859A1 OFFSHORE SUPPORT STRUCTURE, OFFSHORE TOWER INSTALLATION WITH THE OFFSHORE SUPPORT STRUCTURE AND OFFSHORE WIND POWER PLANT WITH THE OFFSHORE TOWER INSTALLATION 审中-公开
标题翻译：海上支援结构，海上塔楼安装与离岸塔式安装的海上支援结构和海上风力发电厂
公开(公告)号：WO2016000859A1
公开(公告)日：2016-01-07
申请号：PCT/EP2015/060325
申请日：2015-05-11
申请人： SIEMENS AKTIENGESELLSCHAFT
发明人： STIESDAL, Henrik
IPC分类号： E02B17/02 , E02D27/42
CPC分类号： E02D27/425 , E02B17/027 , E02B2017/0078 , E02B2017/0091 , E02D2200/1685 , E02D2300/002 , E04H12/00 , F03D1/00
摘要： An offshore support structure is provided comprising at least one upper support structure section for supporting at least one functional device with a functional mass, at least one lower support structure section for founding the offshore support structure at a seabed of a sea and at least one transition support structure section which is arranged between the upper support structure section and the lower support structure section for physically connecting the upper support structures section and the lower support structure section. The upper support structure section, the functional device and the transition support structure section comprise together an upper support structure mass. The lower support structure section comprises a lower support structure mass. A mass ratio of the lower support structure mass to the upper support structure mass is selected from the range from 1.1 to 2. The lower support structure section forms a foundation of a offshore tower installation. The lower support structure section of is arranged at a seabed of a sea. Preferably, it is arranged such that the transition support structure section remains arranged above a sea water level (surface of water) of the sea. Thereby, tides which affect the sea water level have to be taken into account as well as a height of the highest waves. With such an arrangement it is possible that the transition support structure section is developed with a lower mass in comparison to an arrangement where the transition support structure section is in the water. Buoyancy force doesn't affect the gravity foundation function of the transition support structure section. The offshore tower installation is used for offshore wind power plants.
摘要翻译：提供了一种海上支撑结构，其包括至少一个用于支撑具有功能块的至少一个功能装置的上部支撑结构部分，用于在海底海上建立海上支撑结构的至少一个下部支撑结构部分，以及至少一个转变支撑结构部分，其布置在上支撑结构部分和下支撑结构部分之间，用于物理连接上支撑结构部分和下支撑结构部分。上支撑结构部分，功能装置和过渡支撑结构部分包括上支撑结构体。下支撑结构部分包括下支撑结构体。下支撑结构质量与上支撑结构质量的质量比选自1.1至2.下支撑结构部分形成海上塔架安装的基础。下支撑结构部分布置在海底。优选地，过渡支撑结构部分保持布置在海的海水面（水面）的上方。因此，必须考虑影响海水位的潮汐以及最高波浪的高度。通过这种布置，与过渡支撑结构部分在水中的布置相比，过渡支撑结构部分可能以较低的质量展开。浮力不影响过渡支撑结构段的重力基础功能。离岸塔式设备用于海上风力发电厂。

10. 发明申请

WO2014175751A1 A SUCTION ANCHOR, A COMPOSITE MODULE SEGMENT FOR A SUCTION ANCHOR AND A METHOD FOR ASSEMBLING SUCH SEGMENTS 审中-公开
标题翻译：吸收锚，用于吸收锚的复合模块分段和组装这样的部分的方法
公开(公告)号：WO2014175751A1
公开(公告)日：2014-10-30
申请号：PCT/NO2014/050064
申请日：2014-04-28
申请人： CES TECHNOLOGY AS
发明人： BRATTEKÅS, Jon Inge
IPC分类号： B63B21/27 , B63B21/50 , E02D7/28 , E02D27/52
CPC分类号： B63B21/27 , E02B2017/0078
摘要： The present invention relates to a composite suction anchor for providing a foundation or mooring attachment in a soft sea bed including an open bottom portion, a closed top portion, and a side portion defining a first outer surface (23) with a substantially constant outer perimeter. The anchor includes at least two adjoining canister module segments (4, 5) with an inner surface (22) and an outer surface (23p, 23b, 23c). Each canister module segment (4, 5) includes at least a first and a second contact surface portion (23b, 23c) located on said outer surface (23p, 23b, 23c) on each side of an exposed outer surface portion (23p), joint with contact surfaces of at least one adjoining module segment. A canister module segment and a method for joining such segments is also disclosed.
摘要翻译：本发明涉及一种用于在软海床中提供基础或系泊附件的复合抽吸锚，该软海床包括敞开的底部，封闭的顶部和限定具有基本上恒定的外周的第一外表面（23）的侧部。锚固件包括具有内表面（22）和外表面（23p，23b，23c）的至少两个邻接的罐模块段（4,5）。每个罐模块段（4,5）至少包括位于暴露的外表面部分（23p）的每一侧的所述外表面（23p，23b，23c）上的第一和第二接触表面部分（23b，23c）与至少一个相邻的模块段的接触表面接合。还公开了一种罐模块段和用于连接这些段的方法。

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