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1. 发明申请

WO2021045626A1 WEAK SOIL ANCHOR DEVICE TO ANCHOR ONE OR SEVERAL STRUCTURES AND METHOD TO ARRANGE AN ANCHOR IN WEAK SOIL 审中-公开
公开(公告)号：WO2021045626A1
公开(公告)日：2021-03-11
申请号：PCT/NO2020/050220
申请日：2020-08-28
申请人： DR. TECHN. OLAV OLSEN AS
发明人： LANDBØ, Trond , HERMSTAD, Jon
IPC分类号： B63B21/26 , E02D5/54 , E02D27/52
摘要： Weak soil anchor device (1 ) for anchoring a number of structures, as well as method for arranging an anchoring in weak soils. Seen in a vertical operating position, the weak soil anchor device (1 ) comprises: an elongate inner continuous open box structure (2) with a triangular cross-section comprising a first wall surface (3), second wall surface (4) and third wall surface (5), an outer continuous open box structure (10) with a smaller vertical extent than the inner box structure (2) and having a triangular cross-section consisting of a first outer wall surface (11 ), second outer wall surface (12) and third outer wall surface (13), the vertical center area (14) of the first, second and third outer wall surfaces is connected to the inner elongate continuous open box structure (2) in a lower area of respectively an outer edge area between the first and second wall surface (3, 4), second and third wall surface (4, 5) and the third and first wall surfaces (5, 3), and anchor brackets (20) are arranged in a lower outer area of the weak soil anchor device (1 ), where the weak soil anchor device comprising the inner and outer box structure (2, 10) is lowered down into the weak soils to a desired depth.

2. 发明申请

WO2014031009A1 FLOATING, SEMISUBMERSIBLE HULL FOR SUPPORTING PREFERABLY ONE OR SEVERAL WIND TURBINES AND METHOD FOR COMMISSIONING, FLOATING AND INSTALLATION OF THE SEMISUBMERSIBLE HULL 审中-公开
标题翻译：用于支持优选的一种或多种风力涡轮机的浮动，半可控制的方法以及用于调节，浮动和安装半不可能的船的方法
公开(公告)号：WO2014031009A1
公开(公告)日：2014-02-27
申请号：PCT/NO2013/050136
申请日：2013-08-23
申请人： DR. TECHN. OLAV OLSEN AS
发明人： LANDBØ, Trond
IPC分类号： F03D11/04 , B63B35/44
CPC分类号： F03D13/22 , B63B1/107 , B63B5/20 , B63B2001/128 , B63B2035/446 , B63B2039/067 , F03D13/25 , F05B2240/93 , F05B2240/95 , F05B2240/97 , Y02E10/727
摘要： A floating semisubmersible hull (1) for supporting preferably one or several wind turbines (20). The hull (1) comprises a central tower (3) supporting the wind turbine(s) (20), a rigid bottom pontoon structure (6) having at least three arms (8) arranged in a star configuration and protruding from the central tower (3), and bucket cells (12) rigidly connected to the bottom pontoon structure (6) at the distal sections of each arm (8). A method for commissioning, floating, and installing the hull (1) is also disclosed.
摘要翻译：一种浮动半潜式船体（1），用于优选地支撑一个或多个风力涡轮机（20）。所述船体（1）包括支撑所述风力涡轮机（20）的中央塔架（3），具有至少三个臂（8）的刚性底部浮筒结构（6），所述至少三个臂（8）布置成星形结构并且从所述中心塔（3）和在每个臂（8）的远端部分处刚性地连接到底部浮筒结构（6）的铲斗单元（12）。还公开了一种用于调试，浮动和安装船体（1）的方法。

3. 发明申请

WO2012067519A1 ARRANGEMENT AND METHOD FOR CONNECTING A VESSEL TO AN INSTALLATION 审中-公开
标题翻译：将船舶连接到安装的布置和方法
公开(公告)号：WO2012067519A1
公开(公告)日：2012-05-24
申请号：PCT/NO2011/000323
申请日：2011-11-18
申请人： DR. TECHN. OLAV OLSEN AS , BUENE, Per, Kristian , LANDBØ, Trond
发明人： BUENE, Per, Kristian , LANDBØ, Trond
IPC分类号： B63B27/14 , B63B27/30
CPC分类号： B63B21/00 , B63B27/14 , B63B27/30 , B63B2021/001 , B63B2027/141 , B63B2221/22
摘要： Arrangement and method to connect a vessel to an installation at sea, preferably for transfer of persons and equipment between the vessel and the installation, comprising a telescopic bridge arranged on the vessel, and including gliding guiding devices that can be angled out in a V-shape, and which buckles on a hawser between the end points and a receiving arrangement arranged on the installation for receiving the hawser and the telescopic bridge.
摘要翻译：将船舶连接到海上的装置，优选地用于在船舶和装置之间转移人员和设备的装置和方法，包括布置在容器上的伸缩桥，并且包括滑动引导装置，形状，并且在端点之间的弯头和在布置在用于接收导管和伸缩桥的装置上的接收装置之间弯曲。

4. 发明申请

WO2002087964A1 STORAGE SYSTEM FOR OIL AND CONDENSATE 审中-公开
标题翻译：油和冷藏储存系统
公开(公告)号：WO2002087964A1
公开(公告)日：2002-11-07
申请号：PCT/NO2002/000140
申请日：2002-04-11
申请人： DR. TECHN. OLAV OLSEN AS , GODEJORD, Arnstein , LANDBÖ, Trond , HÆREID, Kåre, O.
发明人： GODEJORD, Arnstein , LANDBÖ, Trond , HÆREID, Kåre, O.
IPC分类号： B63B25/08
CPC分类号： B63B35/44 , E02B17/025 , E02B2017/0043 , E02B2017/0065 , E02B2017/0086
摘要： Storage system for oil and condensate, preferably for use in a floating or fixed platform structure. The storage system consists of at least a storage tank (1) which is provided with a filling/discharge system (2) at the top and a communication system (3) to sea or to a separate water tank at the bottom. The storage tank (1) is separated into a chosen number of compartments (7, 8, 9, 10, 11) which are in liquid communication with each other through at least one pipe (12, 13, 14, 15) which extends from a recess/sump (7b, 8b, 9b, 10b) in the bottom of a compartment (7, 8, 9, 10, 11) to an elevation (8a, 9a, 10a, 11a) at the top of another compartment (8, 9, 10, 11).
摘要翻译：用于油和冷凝水的储存系统，优选用于浮动或固定平台结构。存储系统至少包括一个储罐（1），该储罐在顶部设有一个填充/排放系统（2）和一个通往海底的通信系统（3）或底部的单独的水箱。储罐（1）被分离成选定数量的隔室（7,8,9,10,11），它们通过至少一个管（12,13,14,15）彼此液体连通，所述至少一个管（12,13,14,15）从在隔间（7,8,9,10,11）的底部的另一个隔间（8）的顶部上的高度（8a，9a，10a，11a）的凹槽（7b，8b，9b，10b），9,10,11）。

5. 发明申请

WO2010147481A1 WIND TURBINE FOUNDATION FOR VARIABLE WATER DEPTH 审中-公开
标题翻译：风力涡轮机基础可变水深
公开(公告)号：WO2010147481A1
公开(公告)日：2010-12-23
申请号：PCT/NO2010/000233
申请日：2010-06-16
申请人： DR. TECHN. OLAV OLSEN AS , SVEEN, Dagfinn
发明人： SVEEN, Dagfinn
IPC分类号： F03D11/04
CPC分类号： E02B17/027 , E02B17/0004 , E02B2017/006 , E02B2017/0069 , E02B2017/0091 , E04H2012/006 , F03D13/25 , F05B2230/60 , F05B2240/9121 , F05B2240/95 , Y02E10/727 , Y02E10/728 , Y02P70/523
摘要： Wind turbine foundation (1) for variable water depth and method of constructing the wind turbine foundation, comprising a bottom foundation (5), a framework tower (10) provided on the bottom foundation (5) wherein the frame work tower (10) includes at least three parallel tubular legs (12) and a framework system (15) of struts (16) with strut nodes (20) and leg nodes (21) provided between and connected to the legs (12), and a transition structure (25) provided on the upper area of the framework tower, characterized in that the framework tower (10) consists of at least one standardized framework tower element (13, 14) wherein the centre distance between the at least three parallel tubular legs (12) is constant, the diameter of the legs (16) is constant and the strut nodes (20) and leg nodes (21) having standardized shapes.
摘要翻译：具有可变水深的风力发电机基础（1）和构造风力涡轮机基础的方法，包括底部基座（5），设置在底部基座（5）上的框架塔架（10），其中框架工作塔架（10）包括至少三个平行的管状腿部（12）和支架（16）的框架系统（15），支撑节点（20）和腿部节点（21）设置在腿部（12）之间并且连接到腿部（12），以及过渡结构），其特征在于，所述框架塔（10）由至少一个标准化框架塔架元件（13,14）组成，其中所述至少三个平行的管状支柱（12）之间的中心距离为腿部（16）的直径是恒定的，支柱节点（20）和腿节点（21）具有标准化的形状。

6. 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.

7. 发明申请

WO2010019050A1 FOUNDATION FOR AN OFFSHORE WIND TURBINE GENERATOR AND METHOD OF CONSTRUCTING AND INSTALLING THE FOUNDATION 审中-公开
标题翻译：海上风力发电机的基金会和建造和安装基金会的方法
公开(公告)号：WO2010019050A1
公开(公告)日：2010-02-18
申请号：PCT/NO2009/000285
申请日：2009-08-12
申请人： DR. TECHN. OLAV OLSEN AS , MELING, John , EINSTABLAND, Tomas , LANDBØ, Trond
发明人： MELING, John , EINSTABLAND, Tomas , LANDBØ, Trond
IPC分类号： F03D1/00 , E02B17/02 , E02D27/42
CPC分类号： E02D27/42 , E02B17/025 , E02B17/027 , E02B2017/0047 , E02B2017/0065 , E02B2017/0082 , E02B2017/0091 , E02D27/425 , E02D27/52 , F03D13/22 , Y02E10/728
摘要： Foundation (1) for an offshore wind turbine generator, preferably for sea depth above (45) metre, and a method of constructing and installing the foundation (1). The foundation (1) in the construction, transport and installation phases is a self floating and stabile construction of reinforced concrete comprising: - a foundation structure (5), - a hollow, substantially conical tower structure (15) ()arranged on the foundation structure (5) and having a lower external diameter less than the smallest transversal dimension of the foundation structure, since the diameter of the tower structure gradually decreases upwards toward the upper portion (20) of the tower structure.
摘要翻译：海上风力发电机的基础（1），优选海拔高于（45）米的海底风力发电机，以及构造和安装基础（1）的方法。建筑，运输和安装阶段的基础（1）是钢筋混凝土的自我浮动和稳定的构造，包括： - 基础结构（5）， - 设置在基础上的中空的，基本上为锥形的塔架结构（15）（）结构（5），并且具有小于基础结构的最小横向尺寸的较小外径，因为塔架结构的直径朝向塔架结构的上部（20）向上逐渐减小。

8. 发明申请

WO2007011229A1 FLOATING STRUCTURE CONSISTING OF A NUMBER OF ASSEMBLED SELF-FLOATING ELEMENTS AND METHOD FOR CONSTRUCTING THE FLOATING STRUCTURE 审中-公开
标题翻译：一些组装自浮式元件的浮动结构和构造浮动结构的方法
公开(公告)号：WO2007011229A1
公开(公告)日：2007-01-25
申请号：PCT/NO2006/000224
申请日：2006-06-13
申请人： DR. TECHN. OLAV OLSEN AS , LIBÆK & ASSOCIATES A/S , LANDBØ, Trond
发明人： LANDBØ, Trond
IPC分类号： B65D65/46 , C08L23/02
CPC分类号： E02B3/064 , B63B5/18 , B63B5/20 , B63B35/34 , B63C1/02
摘要： Floating structure (1) consisting of a number of assembled self floating elements (2, 3), preferably of steel. Each floating element (2, 3) in its lower area for assembling with another element (2, 3) is provided with a double bottom (5) and double sidewalls (7) extending a distance inwards the element (2, 3). Pipe channels (17) are provided in parallel and with mutual distance within the cavity (9) of the double bottom and the sidewalls and extending from the inner termination surface (10) of the cavity and perpendicular to its outer termination (11) i.e. coupling surface with another element. The cavity (9) within the double bottom and the sidewalls and outside the pipe channels (17) is filled with a material tolerating pressure, preferably concrete (20). Tension cables or bolts et (21) are provided within the pipe channel (17) and extending from the inner termination surface (10) of the element to corresponding internal termination surface (10) of the second element whereby the pipe channels (17) after assembling and tensioning of tension cables etc. (21) are filled with injected concrete (23).
摘要翻译：浮动结构（1）由多个组装的自浮动元件（2,3）组成，优选为钢。用于与另一元件（2,3）组装的其下部区域中的每个浮动元件（2,3）设置有双层底部（5）和在元件（2,3）之间向内延伸一定距离的双侧壁（7）。管道（17）在双层底部和侧壁的空腔（9）内平行且相互距离地设置，并且从空腔的内部终端表面（10）延伸并且垂直于其外部端接件（11），即联接表面与另一个元素。双层底部内的空腔（9）和管道通道（17）外侧的空腔（9）填充有材料耐受压力，优选是混凝土（20）。张力电缆或螺栓等（21）设置在管道（17）内并且从元件的内部终端表面（10）延伸到第二元件的相应的内部终端表面（10），由此管道（17）张力电缆等的组装和张紧（21）填充有注入的混凝土（23）。

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