MANMADE ISLAND AND METHODS
    51.
    发明申请
    MANMADE ISLAND AND METHODS 审中-公开
    MANMADE岛屿和方法

    公开(公告)号:WO2007101108A1

    公开(公告)日:2007-09-07

    申请号:PCT/US2007/062726

    申请日:2007-02-23

    Applicant: SHEHAN, Bill

    Inventor: SHEHAN, Bill

    CPC classification number: E02B17/025 E02B3/18

    Abstract: A method of making an island 28, 47 including the steps of: manufacturing a plurality of formations 10, 31 , 32; transporting the formations 10, 31, 32 to a site in a water body 18, 37; assembiing said formations 10, 31, 32 proximate one another; said formations 10, 31, 32 defining an artificial island structure with both below and above water line components 10, 31, 32. Methods are described, as well as methods and components for both island and existing island and land enhancements.

    Abstract translation: 一种制造岛28,47的方法,包括以下步骤:制造多个地层10,31,32; 将地层10,31,32运送到水体18,37中的一处; 组合所述地层10,31,32彼此靠近; 所述地层10,31,32限定了具有低于和高于水线组件10,31,32的人造岛结构。描述了岛屿和现有岛屿和陆地增强的方法和组件。

    UNTERBAUKONSTRUKTION FÜR EINE TIEFBOHR-PLATTFORM
    53.
    发明申请
    UNTERBAUKONSTRUKTION FÜR EINE TIEFBOHR-PLATTFORM 审中-公开
    子FOR TIEFBOHR平台

    公开(公告)号:WO2005073471A1

    公开(公告)日:2005-08-11

    申请号:PCT/EP2005/000454

    申请日:2005-01-18

    Inventor: BECK, Andreas

    CPC classification number: E21B15/006

    Abstract: Es wird eine Unterbaukontruktion (4) für eine Bohr­anlage mit einer einen Bohrmast (1) tragenden Bohrplattform (3) vorgeschlagen, wobei die Unterbaukonstruktion (4) aus einer Mehrzahl von Modulen (41) aufgebaut ist, deren Außen­maße und Aufhängungspunkte mit denen eines Standardseecontainers übereinstimmen.

    Abstract translation: 它提出了一种Unterbaukontruktion(4),用于与一个钻井井架(1)携带钻机(3),其中,所述结构(4)由多个模块(41)的构造钻机,外部尺寸和悬挂点与一个Standardseecontainers的重合 ,

    OFFSHOR BASE MADE OF PLATE STEEL
    54.
    发明申请
    OFFSHOR BASE MADE OF PLATE STEEL 审中-公开
    板钢离合器基座

    公开(公告)号:WO2003095748A1

    公开(公告)日:2003-11-20

    申请号:PCT/GB2003/002016

    申请日:2003-05-13

    CPC classification number: E02B17/027 E02B2017/0091

    Abstract: An offshore base (10), particularly but not exclusively for a offshore wind turbine, is described. The base has two or more legs (14) radiating from a central support structure (12), wherein the legs are wholly or substantially formed from plate steel. The invention provides a simpler form of construction for an offshore base, replacing the currently used tubular steel pieces, which have difficult welding arrangements and subsequent weak stresses, with a far simpler straight welding arrangement, with stronger stress points, and/or more easily reducible stress points by the use of stiffeners in a manner well known to those skilled in the art. One embodiment of the current invention has been shown to provide a suitable base for an offshore wind turbine using an 8m significant wave height, water depth up to 15m and current speed of around 2m. The embodiment uses common jack-up, lifting and piling equipment, keeping pile diameters and length generally less than lm and 25m respectively.

    Abstract translation: 描述了一个离岸基地(10),特别是但不限于海上风力发电机。 基座具有从中心支撑结构(12)辐射的两个或更多个腿部(14),其中腿部由板钢完全或基本形成。 本发明提供了一种用于海上基地的更简单的结构形式,用更简单的直接焊接装置替代目前使用的具有困难的焊接布置和随后的弱应力的管状钢件,具有更强的应力点和/或更容易可还原 通过使用加强件以本领域技术人员公知的方式施加应力点。 已经表明本发明的一个实施例为海上风力发电机提供了一个合适的基座,它使用8m的有效波高,水深达15m,当前速度约为2m。 该实施例使用普通的自升式,起重和打桩设备,保持桩直径和长度通常分别小于lm和25m。

    LEG ASSEMBLY FOR AN OFFSHORE STRUCTURE
    56.
    发明申请
    LEG ASSEMBLY FOR AN OFFSHORE STRUCTURE 审中-公开
    离岸组织海上结构

    公开(公告)号:WO99057379A1

    公开(公告)日:1999-11-11

    申请号:PCT/US1999/009367

    申请日:1999-04-29

    CPC classification number: E02B17/0004 E02B17/021 E02B2017/006 E02B2017/0082

    Abstract: The invention relates to a leg assembly for an offshore structure, such as a self-elevating jack-up rig. The leg assembly has a pair of parallel leg chords (40, 42) divided into a plurality of sections by transverse bracing members (46). A unit of angular bracing members (50, 58, 62, 66) is secured within each such section. The unit has four angular members defining a rhombus, with each angular bracing member attached to a transverse bracing member and an adjacent leg chord.

    Abstract translation: 本发明涉及一种用于海上结构的腿组件,例如自升式自升式钻机。 腿组件具有通过横向支撑构件(46)分成多个部分的一对平行的腿弦(40,42)。 角支撑构件(50,58,62,66)的单元被固定在每个这样的部分内。 该单元具有定义菱形的四个角形构件,每个角撑杆构件连接到横向支撑构件和相邻的腿弦。

    METHOD FOR INSTALLATION OF WIND TURBINES AT SEA, FUNDATION FOR WIND TURBINES AND USE OF SUCH FOUNDATION
    57.
    发明申请
    METHOD FOR INSTALLATION OF WIND TURBINES AT SEA, FUNDATION FOR WIND TURBINES AND USE OF SUCH FOUNDATION 审中-公开
    在海上安装风力涡轮机的方法,风力涡轮机的资金和这种基金会的使用

    公开(公告)号:WO99043956A1

    公开(公告)日:1999-09-02

    申请号:PCT/DK1999/000094

    申请日:1999-03-01

    Abstract: The invention relates to a method for installation of windmills at sea. The windmills are placed upon beds on the sea bottom, with bed and windmill comprising tower, mill top and rotor assembled in mainly one piece in another location than the final location of the windmill. The invention is characterized in that the bed and the windmill in one piece is shipped by means of a craft and brought to the place for the final location, and that bed and windmill in one piece under application of a crane such as a floating crane is placed on the final location. The invention relates as well to a bed for windmills. The bed comprises a base piece and one on the base piece placed plinth part, upon which the windmill tower may be placed and fastened, so that the base piece of the bed is composed of essentially uniformly formed base piece segments, which together make up the base piece of the bed. Furthermore, the invention relates to an application of such a bed.

    Abstract translation: 本发明涉及一种在海上安装风车的方法。 风车放置在海床上的床上,床和风车包括塔,磨机顶部和转子,主要组装在除了风车的最终位置之外的另一位置。 本发明的特征在于,一件式的床和风车是通过工艺运输并运送到最终位置的地方,并且在诸如浮式起重机之类的起重机的应用下,该床和风车一体式是 放在最后的位置。 本发明还涉及一种用于风车的床。 该床包括一个基件,一个位于底座部分的底座部分上,风车塔可以放置在其上并被紧固,使得该床的基件由基本上均匀形成的基片段组成, 床的基础片。 此外,本发明涉及这种床的应用。

    FLOATABLE STRUCTURES
    58.
    发明申请
    FLOATABLE STRUCTURES 审中-公开
    可膨胀结构

    公开(公告)号:WO1992008849A1

    公开(公告)日:1992-05-29

    申请号:PCT/GB1991001975

    申请日:1991-11-11

    Inventor: SEACORE LIMITED

    Abstract: A floatable structure (10, 12) such as a jack-up barge has a plurality of legs (14) upon which the structure may be supported and raised. Each leg is pivotable between an upright operative position and a recumbent storage position and means such as hydraulic rams (22) are provided for producing pivoting of said legs between said positions. Each leg may be carried by a jacking collar (16) with respect to which the leg is jackable to extend the leg when in the operative position, each jacking collar being pivotable by said rams to carry the respective leg between said operative and storage positions.

    Abstract translation: 诸如自升式驳船的可漂浮结构(10,12)具有多个支腿(14),结构可以支撑和升高。 每个腿可在直立操作位置和躺卧存放位置之间枢转,并且提供诸如液压柱塞(22)的装置,用于在所述位置之间产生所述腿的枢转。 每个支腿可以由顶起的轴环(16)承载,相对于该顶针轴承,腿可以在其处于可操作位置时延伸腿部,每个顶起轴环可由所述的柱塞枢转,以在相应的操作位置和存储位置之间承载相应的腿。

    METHOD AND APPARATUS FOR ERECTING AND REMOVING OFFSHORE STRUCTURES
    59.
    发明申请
    METHOD AND APPARATUS FOR ERECTING AND REMOVING OFFSHORE STRUCTURES 审中-公开
    用于排除和移除海洋结构的方法和装置

    公开(公告)号:WO9003470A3

    公开(公告)日:1990-08-23

    申请号:PCT/US8904257

    申请日:1989-09-27

    CPC classification number: B63B35/003 E02B17/027 E02B2017/0052

    Abstract: A method and apparatus for erecting and removing offshore structures including a jacket (100) and a platform (7a) is disclosed. The system of the invention includes a platform-lifting unit (2), a jacket lifting unit (110), and a control unit (1). The platform-lifting unit (2) includes a laterally and vertically movable truss member (4a), which is hingedly connected to a barge (2a) with lifting beams (5a), and a means for positioning the truss member at desired height and at lateral displacement above the barge (2a). The jacket-lifting unit (110) contains a ballast tank structure (113) connected to a strong back (16a) that has a plurality of grappling members (19). The control unit (1) contains all supporting and controlling systems for the other units. To remove the platform (7a), the truss member (4a) of the platform lifting unit (2) is moved underneath the platform, the truss is raised to exert force on the platform, the platform is severed from the jacket (100) and the platform is moved on top of the barge (2a). To remove the jacket (100), the jacket-lifting unit (110) is lowered by controllably flooding the ballast sections (3) at varying rates, the grappling members (19) are securely attached to the jacket structure (100), the jacket-lifting unit is pulled by the control unit (1), to tilt the jacket, and the ballast sections are deballasted to controllably lift and float the jacket.

    A METHOD AND A DEVICE FOR MOUNTING THE PILES ASSOCIATED WITH THE INSTALLATION OF A PILE-FOUNDED OFFSHORE PLATFORM
    60.
    发明申请
    A METHOD AND A DEVICE FOR MOUNTING THE PILES ASSOCIATED WITH THE INSTALLATION OF A PILE-FOUNDED OFFSHORE PLATFORM 审中-公开
    一种用于安装与安装在一起的离岸海洋平台相关的桩的方法和装置

    公开(公告)号:WO1990008232A1

    公开(公告)日:1990-07-26

    申请号:PCT/DK1990000008

    申请日:1990-01-10

    Abstract: A method serves to mount the piles (6) associated with the installation of a pile-founded offshore platform, e.g. a production platform, wherein these are driven down into the sea bed through pile guides (12) attached to or forming part of the foundation (16) of the platform. A device for performing the method comprises at least one chute (15) which is preferably C- or U-shaped in cross section and which extends with a suitable inclination upwardly from the upper end (13) of a pile guide (12) to at any rate substantially in below the position which the pile tip (8) of a pile (6) to be placed in the pile guide (12) assumes in said freely hanging position of the pile (6). A conventional drilling rig may be used for installation of in particular smaller platforms, thus providing great savings in terms of economy and frequently also in terms of time.

    Abstract translation: 一种方法用于安装与桩式海上平台的安装相关联的桩(6),例如。 一种生产平台,其中这些平台通过附接到或形成平台的基座(16)的一部分的桩导向件(12)向下驱动到海床中。 用于执行该方法的装置包括至少一个滑槽(15),其优选地为横截面为C形或U形,并且以适合的倾斜度从桩导向件(12)的上端(13)向上延伸到 任何速率基本上低于放置在绒头引导件(12)中的绒头(6)的绒头尖端(8)处于绒头(6)的所述自由悬挂位置的位置的位置。 传统的钻机可以用于安装特别小的平台,从而在经济方面以及经常也在时间方面提供了巨大的节省。

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