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1. 发明申请

WO2019103611A2 A METHOD FOR INSTALLATION OF A PYLON SECTION OF AN OFF SHORE WIND TURBINE AND A VESSEL FOR PERFORMING SUCH A METHOD 审中-公开
公开(公告)号：WO2019103611A2
公开(公告)日：2019-05-31
申请号：PCT/NL2018/050788
申请日：2018-11-26
申请人： ITREC B.V.
发明人： WIJNING, Diederick Bernardus , ROODENBURG, Joop
CPC分类号： E02B17/021 , E02B2017/0043 , E02B2017/0065 , E02B2017/0091 , F03D13/10 , F03D13/25 , F05B2230/6102
摘要： The invention relates to a method for installation of a pylon section of an off shore wind turbine and a jack-up vessel for performing such a method. According to the invention, the vessel comprises a pylon section installation track and an associated track cart that enable guiding the foot end of a pylon section, prior to lifting or during upending of the pylon section, over the deck of the vessel. The guide system allows for moving the pylon section without the need of a crane or with a reduced number of cranes. Thus the process can be done in less time and/or the reduced number of cranes or the smaller cranes required in the process allow for a reduction in costs.

2. 发明申请

WO2015093950A1 SADDLE AND HOOK SYSTEM 审中-公开
标题翻译：三角和钩系统
公开(公告)号：WO2015093950A1
公开(公告)日：2015-06-25
申请号：PCT/NL2014/050875
申请日：2014-12-18
申请人： IHC NOREX B.V.
发明人： MULDERIJ, Klaas-Jan
IPC分类号： B63B35/28
CPC分类号： F03D13/25 , B63B9/065 , B63B35/003 , B63B35/28 , B66C1/56 , E02B2017/0047 , E02B2017/0065 , E02B2017/0091 , E02D27/14 , E02D27/425 , F03D13/10 , F03D13/22 , F05B2240/95 , Y02E10/727
摘要： The invention relates to a pile upending system for upending a pile such as a monopile for the foundation of offshore wind turbines, the pile upending system comprising; - a pivotally mounted pile support frame having a seat for engaging an outside wall of a pile, the pile support frame being pivotable around a support frame axis of rotation for allowing the seat to support the pile during upending, - a cable system for supporting an, in use outboard, end of a pile, comprising one or more tensioned or tensionable cables having an outboard end provided with a hoisting member for supporting the outboard end of the pile during upending of said pile, - an outboard support system comprising a frame member for, in use, extending outboard and supporting the hoisting member of the cable system, wherein the outboard support system is arranged with respect to the pile support frame such that the frame member extends transverse with respect to the support frame axis of rotation for arranging the hoisting member at a distance from the seat and aligned with the seat such that a pile may engage the hoisting member upon longitudinal movement of the pile along the seat.
摘要翻译：本发明涉及一种用于升高桩的上升系统，例如用于海上风力发电机的基础的单桩，桩升起系统包括： - 枢转安装的桩支撑框架，其具有用于接合桩的外壁的座，所述桩支撑框架围绕支撑框架旋转轴线可枢转，以允许座椅在升高期间支撑桩; - 缆索系统，用于支撑包括一个或多个张紧或可张紧的电缆，其外侧端部设置有提升构件，用于在所述桩的上升期间支撑所述桩的外侧端; - 外侧支撑系统，包括框架构件用于在使用中延伸外侧并支撑电缆系统的提升构件，其中外侧支撑系统相对于桩支撑框架布置，使得框架构件相对于支撑框架轴线方向横向延伸，以布置提升构件距离座椅一定距离并与座椅对准，使得当桩沿着海洋的纵向运动时，桩可以接合提升构件吨。

3. 发明申请

WO2013057459A1 MONOPILE TRANSITION PIECE 审中-公开
标题翻译：单极过渡片
公开(公告)号：WO2013057459A1
公开(公告)日：2013-04-25
申请号：PCT/GB2011/001511
申请日：2011-10-20
申请人： CRUX PRODUCTS LIMITED , BLAND, Michael Albert
发明人： BLAND, Michael Albert
IPC分类号： E02B17/02 , F03D11/04 , E02D27/42 , E02B17/00
CPC分类号： E02B17/027 , E02B2017/0065 , E02D27/425 , F03D13/22 , F05B2240/912 , F05B2240/95 , Y02E10/727 , Y02E10/728
摘要： The present invention relates to transition pieces (10) for use with a monopile structure, a monopile structure having the aforementioned transition piece, use of a rigid spacer in a monopile structure, a method of installing the transition piece and a kit having a rigid spacer and an annular grout seal. The transition piece of the invention is for fixing to a cylindrical pile, and the transition piece comprises a cylindrical transition piece body (16) and a plurality of rigid spacers (14) projecting from an inner cylindrical wall of the transition piece body, each rigid spacer having a contact portion (26) to abut against an outer wall of the pile, and the spacer being adjustably attached to the transition piece body so that the distance between the contact face and the inner wall of the transition piece body is adjustably fixed.
摘要翻译：本发明涉及用于单体结构的过渡件（10），具有上述过渡件的单体结构，在单体结构中使用刚性间隔物，安装过渡件的方法和具有刚性间隔件和环形灌浆密封。本发明的过渡件用于固定到圆柱形桩，并且过渡件包括圆柱形过渡件主体（16）和从过渡件本体的内圆柱形壁突出的多个刚性间隔件（14），每个刚性间隔件具有接触部分（26）以抵靠桩的外壁，并且间隔件可调节地附接到过渡件主体，使得接触面与过渡件本体的内壁之间的距离可调节地固定。

4. 发明申请

WO2013022338A1 METHOD FOR INSTALLATION OF AN OFF-SHORE MAST OR PILE 审中-公开
标题翻译：用于安装非快速弹簧或桩的方法
公开(公告)号：WO2013022338A1
公开(公告)日：2013-02-14
申请号：PCT/NL2012/050485
申请日：2012-07-06
申请人： BAGGERMAATSCHAPPIJ BOSKALIS B.V. , VAN BEMMELEN, Sebastiaan Gijsbertus Maria
发明人： VAN BEMMELEN, Sebastiaan Gijsbertus Maria
IPC分类号： E02D27/42 , E02D27/52 , E02B17/00 , E02D5/22
CPC分类号： E02D5/22 , E02B3/128 , E02B17/0017 , E02B2017/0039 , E02B2017/0065 , E02B2017/0091 , E02D27/42 , E02D27/425 , E02D27/52
摘要： The invention relates to a method for installation of an off-shore vertical mast or pile in the bottom under water and the foundation thereof under water, wherein the lower portion of the pile extends into the bottom and the foundation comprises an armour on the bottom that surrounds the pile, which armour comprises a layer of stones or rocks, wherein the method comprises the steps of placing a spacer on the bottom, which spacer comprises a circumferential wall standing upright from the bottom to define a vertically extending insertion channel for the pile, dumping the armour around the spacer, and inserting the lower portion of the pile into the bottom via the insertion channel after dumping the armour.
摘要翻译：本发明涉及一种用于在水下的底部下方安装离岸垂直桅杆或桩及其基础的方法，其中桩的下部延伸到底部，并且基座包括在底部的铠装围绕桩，该装甲包括一层石头或岩石，其中该方法包括以下步骤：将间隔件放置在底部上，该间隔件包括从底部竖立的圆周壁，以限定用于桩的垂直延伸的插入通道，将护甲倾倒在间隔件周围，并且在倾倒装甲之后通过插入通道将桩的下部插入底部。

5. 发明申请

WO2012169723A1 수상 지지축 설치방법 审中-公开
标题翻译：安装水下支撑柱的方法
公开(公告)号：WO2012169723A1
公开(公告)日：2012-12-13
申请号：PCT/KR2012/002020
申请日：2012-03-21
申请人： 우도영
发明人： 우도영
IPC分类号： E02D27/52 , E02B17/02
CPC分类号： E02D27/525 , E02B17/00 , E02B17/02 , E02B2017/0065 , E02D7/06 , E02D27/425 , E02D27/52 , F24S20/70 , Y02E10/47
摘要： 본 발명에 따르면, 물이 괴어 있는 곳의 바닥에 복수의 스틸관을 일정간격으로 기립되게 설치하는 제1단계; 천공로드를 각 스틸관의 내부로 인입하여 천공로드의 단부에 부착된 비트로 암반을 굴착하며, 상기 천공로드를 암반에 고정 설치하는 제2단계; 및 각 스틸관의 내부에 콘크리트 또는 몰타르가 포함된 급결제를 타설한 후 양생시키는 제3단계;를 포함하는 수상 지지축 설치방법이 제공된다. 이에 의하면, 지지축을 견고히 설치하여 플로팅 플레이트 상에 장착되는 태양광 발전 설비를 보다 안전하게 지지할 수 있다.
摘要翻译：根据本发明，一种水下支撑柱的安装方法，其特征在于，包括以下步骤：将多个钢管以一定的间隔直立安装在立式水的底面上; 将钻杆插入每个钢管的第二步骤，并且使用连接到钻杆的端部的钻头钻凿基岩，并将钻杆固定到基岩上; 以及将包含混凝土或砂浆的加速剂倒入每个钢管中并固化加速剂的第三步骤。根据该方法，可以稳定地安装支柱，以更安全地支撑安装在浮板上的光电发电装置。

6. 发明申请

WO2012070941A2 FLOATING MARINE STRUCTURE 审中-公开
标题翻译：浮动海洋结构
公开(公告)号：WO2012070941A2
公开(公告)日：2012-05-31
申请号：PCT/NL2011050803
申请日：2011-11-25
申请人： COBUS BEHEER B V , BUSSEMAKER HERM BEREND
发明人： BUSSEMAKER HERM BEREND
IPC分类号： B63B35/44 , E02B17/02
CPC分类号： B63B35/44 , B63B2035/446 , E02B17/021 , E02B2017/0039 , E02B2017/0065 , E02B2017/0078 , E02B2017/0086 , E02B2017/0091
摘要： The invention provides a sub-structure comprising at least one leg having first buoyancy means arranged in a lower part of the at least one leg to provide a first buoyancy, and a float element having second buoyancy means to provide a second buoyancy, wherein the sub-structure and the float element are constructed to allow relative wave induced motion with respect to each other in a substantially vertical direction wherein the leg is movable from a pre-installation position to an installation position by a substantially downwards movement of the leg with respect to the float element, and wherein during at least a second part of the downwards movement of the leg towards the installation position and/or in the installation position the first buoyancy means are substantially located below a wave zone to substantially decrease heave action on the first buoyancy means.
摘要翻译：本发明提供了一种子结构，其包括至少一个腿，其具有布置在所述至少一个腿的下部中的第一浮力装置以提供第一浮力，以及具有第二浮力装置以提供第二浮力的浮子元件，其中所述子结构和浮动元件被构造成允许相对于彼此在相对于彼此的垂直方向上的相对波感应运动，其中腿可以通过腿的相对于第二位置的大致向下的运动而从预安装位置移动到安装位置浮子元件，并且其中在腿部朝向安装位置和/或安装位置向下运动的至少第二部分期间，第一浮力装置基本上位于波浪区域下方以基本上减小第一浮力上的起伏作用手段。

7. 发明申请

WO2010085970A1 MOBILE OFFSHORE PLATFORM 审中-公开
标题翻译：移动海上平台
公开(公告)号：WO2010085970A1
公开(公告)日：2010-08-05
申请号：PCT/EP2009/000525
申请日：2009-01-27
申请人： STATOIL ASA , RAVNDAL, Ola , GUDMESTAD, Ove, Tobias , BREIVIK, Kare, Gudmund
发明人： RAVNDAL, Ola , GUDMESTAD, Ove, Tobias , BREIVIK, Kare, Gudmund
IPC分类号： E02B17/00 , E02B17/02 , E02B17/08
CPC分类号： E02B17/0021 , B63B35/4413 , E02B17/021 , E02B17/0818 , E02B2017/0065 , E02B2017/0069
摘要： The mobile offshore platform (1 ) comprises a floatable foot structure (3) adapted to be supported on the sea floor, a single vertically extending tubular column (5) affixed at its lower end to the foot structure (3) and a jack- up deck unit (7) having therethrough an opening for the passage of the column and being movable along the column (5) by means of a jack-up mechanism (41 ). A floatable annular cone element (21 ) having a substantially frusto-conical upper surface (23) and a substantially flat, or inversely coned, lower surface encloses the column (5) and is movable along the column (5) relative to the deck unit (7) between a lowermost position at which the cone element (21) rests on the foot structure (5) and an elevated position remote from the foot structure (3). Under ice-free environmental conditions, the cone element is positioned in its lowermost position to lower wave-induced forces. If the sea is covered with ice, the cone element (21 ) is raised to a position at the surface level (37) of the sea to lift and break drifting ice. In transit of the platform (1 ), the cone element (21 ) is lowered onto the foot structure (3) to increase the water-plane area and thus the floating stability of the platform (1 ). The platform (1 ) floats due to the buoyancy of the foot structure (3), the column (5) and the cone element (21) alone without floating assistance of the deck unit (7).
摘要翻译：移动海上平台（1）包括适于支撑在海底上的可漂浮的脚结构（3），在其下端固定到脚结构（3）的单个垂直延伸的管状柱（5）甲板单元（7）具有用于通过柱的通道的开口，并且可通过自升式机构（41）沿柱（5）移动。具有基本上截头圆锥形的上表面（23）和基本上平坦的或相反的锥形的下表面的可浮动环形锥形元件（21）包围柱（5），并且可相对于甲板单元沿柱（5）移动（7）在锥形元件（21）搁置在脚结构（5）上的最下位置和远离脚结构（3）的升高位置之间。在无冰的环境条件下，锥形元件位于其最低位置以降低波浪的力。如果大海被冰覆盖，则锥形元件（21）升高到海面的表面水平（37）的位置以提升和破坏漂浮的冰。在平台（1）的运输过程中，锥形元件（21）下降到脚部结构（3）上以增加水平面积，从而增加平台（1）的浮动稳定性。平台（1）由于脚部结构（3），柱（5）和锥体元件（21）的浮力而浮起，而不需要甲板单元（7）的浮动辅助。

8. 发明申请

WO2010026098A2 OFFSHORE STATION, FOUNDATION FOR AN OFFSHORE STATION, AND METHOD FOR BUILDING AN OFFSHORE STATION 审中-公开
标题翻译： OFF-SHORE工厂，OFF-SHORE工厂的基础和建立OFF-SHORE工厂的方法
公开(公告)号：WO2010026098A2
公开(公告)日：2010-03-11
申请号：PCT/EP2009061043
申请日：2009-08-27
申请人： BOEGL MAX BAUUNTERNEHMUNG GMBH , BOEGL STEFAN , REICHEL DIETER
发明人： BOEGL STEFAN , REICHEL DIETER
IPC分类号： F03D1/00
CPC分类号： E02D27/42 , E02B17/0017 , E02B17/02 , E02B17/025 , E02B2017/0065 , E02B2017/0078 , E02B2017/0086 , E02B2017/0091 , E02D27/425 , F03D13/10 , F03D13/22 , F05B2240/95 , Y02E10/727
摘要： An offshore station (1), in particular an offshore wind power station, comprises a floatable foundation (2) that can be sunk by flooding a hollow chamber, and a superstructure (6) on which functional units (7, 8) of the station (1) are arranged. The foundation (2) includes a bottom plate (3), a base (4) which is disposed on the bottom plate (3) and projects from the water surface (12) in the sunk state of the foundation (2) and on which the superstructure (6) can be mounted, and a floodable floating device (5) which surrounds the base (4) in the shape of a ring. In a method for building an offshore station (1), in particular an offshore wind power station, a floatable foundation (2) is prefabricated in a harbor zone, is towed to a mounting location after being prefabricated and is sunk, whereupon the station (1) is completed with a superstructure (6) and functional units (7, 8) of the station at the mounting location. In the harbor zone, a bottom plate (3) of the foundation (2) is concreted, a base (4) of the superstructure (6) preferably made of prefabricated concrete parts (15) is mounted on the bottom plate (3), and a floodable floating device (5) which surrounds the base (4) in the shape of a ring is mounted on the bottom plate (3) and/or the base (4) once the base (4) has been mounted.
摘要翻译：离岸安装（1），尤其是离岸风力涡轮机，包括一浮力，并且可以通过将大量的空腔基座（2）和一个结构，可以减少（6）的功能单元（7,8）的植物的（1）被安排在。所述底座（2）包括一底板（3），设置在所述底板（3）底座（4），其在水中的表面（12）上面（2）的基础上的降低的状态延伸，并在其上的结构（6）安装一个以及围绕底座（4）环形地形成的可漂浮浮体（5）。在用于竖立离岸安装（1），尤其是海上风力涡轮机的方法，有浮力的基础（2）在海港区域预制，拖动和之后它的在安装完成降低，然后在安装地点的工厂（1）具有工厂的结构（6）和功能单元（7,8）。在端口区域的底板（3）的基础（2）浇铸在底板（3）具有主体（6）的基部（4）优选地由预制混凝土元件（15）组装和插座（4）的环形状的安装左右后底座（4）形成在底板（3）和/或底座（4）上的可浮动浮子（5）。

9. 发明申请

WO2006010783A9 WIND-, WAVE- AND CURRENT POWER STATIONS WITH DIFFERENT FOUNDATION SOLUTIONS AND METHODS HOW TO MANUFACTURE, TRANSPORT, INSTALL AND OPERATE THESE POWER STATIONS 审中-公开
标题翻译：具有不同基金会解决方案的风力，电流和电流电站如何制造，运输，安装和运行这些电站
公开(公告)号：WO2006010783A9
公开(公告)日：2006-04-13
申请号：PCT/FI2005000289
申请日：2005-06-17
申请人： LINDBERG JORMA
发明人： LINDBERG JORMA
IPC分类号： E02B17/00 , F03B20060101 , F03B13/18 , F03B17/06 , F03D20060101 , F03D1/00 , F03D9/00 , E02B17/02 , F03B13/12 , F03D11/00
CPC分类号： E02B17/00 , B66F19/00 , E02B17/0021 , E02B2017/0039 , E02B2017/0047 , E02B2017/0065 , E02B2017/0091 , F03B13/1845 , F03B17/061 , F03D13/10 , F03D13/40 , F03D80/50 , F05B2230/80 , Y02E10/28 , Y02E10/38 , Y02E10/72 , Y02P70/523 , Y02P70/527
摘要： In this document is described to the production of the electricity and fuel cell meant wind (5), wave (34/41) and current (35) power stations with the different foundation types (3/25/4) and the manufacturing, transporting, installing and operating methods for lowering the costs. The wind, wave and current power stations with their foundations are usually transporting in parts by crane ships from the factory and are based and assembled on the sea, and joined to each other by sea cable to the different kinds of units. Wind (5), wave (34/41) and current (35) power stations with the joined tower foundations (3/25/4) will be assembling in the factory or doc to the ready two or three type joint and separate power stations, will be transporting and installing by the air ship (1) or pontoon frame (9) to the production park so, that the joint power stations are in regular distances and the separate power stations are between and outside of the joint power stations, and that way the power stations will be joining to each other by air wires (49), will be maintaining by the air billow boat (105) with the extension ladder (104), the service diver and air locks (62) or by the helicopter or the air ship (1) and will be using from the operative remote control plant, wherein the electronics (65) are assembled in the centrally way. The manufacturing of the parts of the power stations (5/34/41/35) in the cheaper costs level lands and transporting by the air ship (1).
摘要翻译：在本文件中描述了电力和燃料电池的生产意味着具有不同基础类型（3/25/4）和制造，运输的风（5），波（34/41）和电流（35）发电站，安装和操作降低成本的方法。其基础的风，浪，电站通常由起重船从工厂运输，并在海上组装，组装在一起，并通过海缆相互连接到不同的单位。风（5），波（34/41）和现有（35）发电站与联合塔架基座（3/25/4）将组装在工厂或文档到准备好的两个或三个类型的联合和独立的发电站将由航空船（1）或浮船架（9）运输和安装到生产园区，联合发电站处于正常距离，分开的发电站在联合发电站之间和之外; 这样发电站将通过空气导线（49）相互连接，将由带有延伸梯（104）的空气枕头（105），服务潜水员和空气锁（62）或直升机或空运船（1），并且将从操作遥控设备使用，其中电子器件（65）以中央方式组装。以较便宜的成本级别发电站（5/34/41/35）的制造由空中船舶运送（1）。

10. 发明申请

WO2004087494A3 A VESSEL FOR TRANSPORTING WIND TURBINES, METHODS OF MOVING A WIND TURBINE, AND A WIND TURBINE FOR AN OFF-SHORE WIND FARM 审中-公开
标题翻译：用于运输风力涡轮机的容器，用于运转风力涡轮机的方法以及用于离岸风力农场的风力涡轮机
公开(公告)号：WO2004087494A3
公开(公告)日：2004-12-16
申请号：PCT/DK2004000237
申请日：2004-04-02
申请人： LOGIMA V SVEND ERIK HANSEN , HANSEN SVEND ERIK
发明人： HANSEN SVEND ERIK
IPC分类号： B63B25/00 , B63B27/00 , B63B35/00 , E02B17/02 , F03D1/00 , F03D13/10 , F03D13/20 , F03D13/40 , E02B17/04 , F03D11/00
CPC分类号： E02D27/42 , B63B27/00 , E02B17/02 , E02B2017/0065 , E02B2017/0082 , E02B2017/0091 , E02D27/425 , F03D13/10 , F03D13/22 , F03D13/40 , F05B2240/95 , F05B2260/96 , Y02E10/727
摘要： A wind turbine (1) has a base (5) divided into at least three ballast tanks (12). A vessel (7) has means for displacing the wind turbine between a loading space (25) and an unloading position (26). At its unloading position the vessel has winches (11) with at least three flexible lines (10) that can be connected with horizontally distanced lifting points (23) on the wind turbine base.
摘要翻译：风力涡轮机（1）具有分成至少三个压载舱（12）的基座（5）。船（7）具有用于在装载空间（25）和卸载位置（26）之间移动风力涡轮机的装置。在其卸载位置，船舶具有绞盘（11），绞盘（11）具有至少三条柔性线路（10），其可以与风力涡轮机基座上的水平距离提升点（23）连接。

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