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1. 发明申请

WO2002028704A1 PLATFORM STRUCTURE 审中-公开
标题翻译：平台结构
公开(公告)号：WO2002028704A1
公开(公告)日：2002-04-11
申请号：PCT/NO2001/000403
申请日：2001-10-02
申请人： MOSS MARITIME AS , KRISTENSEN, Per, Herbert , HUSEM, Ida , PETTERSEN, Erik
发明人： KRISTENSEN, Per, Herbert , HUSEM, Ida , PETTERSEN, Erik
IPC分类号： B63B35/44
CPC分类号： B63B35/4413 , B63B1/107 , B63B2001/126 , B63B2001/128
摘要： The invention relates to a floating platform (1) for offshore drilling or production of hydrocarbons, comprising a topsides (2) and a structure (3) having a lower pontoon (4) and columns (5) connecting the pontoon (4) to the topsides (2). Heave motion (S 1 , S 2 ) of the platform (1) causes a change in the metacentric height (GM) of the platform. To counteract this change in metacentric height, the columns (5) are so adapted that the moment of area inertia of the waterline area of the columns (5) decreases on downward heave motion (S 1 ) abd increaes on upward heave motion (S 2 .
摘要翻译：本发明涉及一种用于海上钻探或生产碳氢化合物的浮动平台（1），其包括上部（2）和具有下部浮筒（4）和柱（5）的结构（3）将浮桥（4）连接到上部（2）。平台（1）的升沉运动（S 1，S 2）引起平台的中心高度（GM）的变化。为了抵消中心高度的这种变化，柱（5）如此调整，使得柱（5）的水线区域的面积惯性力矩在向下的起伏运动（S 1）下增加并且增加在向上的起伏运动（S _{2 。）}

2. 发明申请

WO2003002404A1 SUBSTRUCTURE FOR A FLOATING OFFSHORE PLATFORM 审中-公开
标题翻译：浮动海洋平台的基础
公开(公告)号：WO2003002404A1
公开(公告)日：2003-01-09
申请号：PCT/NO2002/000228
申请日：2002-06-24
申请人： MOSS MARITIME AS , KRISTENSEN, Per, Herbert , PETTERSEN, Erik
发明人： KRISTENSEN, Per, Herbert , PETTERSEN, Erik
IPC分类号： B63B35/44
CPC分类号： B63B35/4413 , B63B1/107 , B63B2001/123 , B63B2001/128
摘要： A substructure for a floating offshore platform comprises one or more lower pontoons (1) and substantially vertical columns (2) with a substantially constant cross sectional area projecting upwards from the pontoon(s) (1). The substructure is exposed in the water (13) to wave forces that induce heave motion of the substructure. The substructure may be provided with a central column (3) with a conical portion (4), which during heave motion moves through the surface of the water. Alternatively, the substructure may be provided with conical elements that are mounted on the outside of one or more of the columns (2), forming one or more conical portions, which during heave motion move through the surface of the water.
摘要翻译：用于浮动海上平台的子结构包括一个或多个下浮筒（1）和基本上垂直的柱（2），其具有从浮筒（1）向上突出的基本恒定的横截面面积。子结构暴露在水（13）中以产生引起下结构起伏运动的波浪力。底部结构可以设置有具有锥形部分（4）的中心柱（3），其在升起运动期间移动通过水面。或者，子结构可以设置有锥形元件，其安装在一个或多个柱（2）的外侧上，形成一个或多个锥形部分，其在升起运动期间移动通过水的表面。

3. 发明申请

WO2014108432A1 FLOATING UNIT AND A METHOD FOR REDUCING HEAVE AND PITCH/ROLL MOTIONS OF A FLOATING UNIT 审中-公开
标题翻译：浮动单元和一种降低浮动单元的倾斜和倾斜/滚动的方法
公开(公告)号：WO2014108432A1
公开(公告)日：2014-07-17
申请号：PCT/EP2014/050208
申请日：2014-01-08
申请人： MOSS MARITIME AS
发明人： PETTERSEN, Erik , HANSSEN, Finn-Christian, Wickmann
IPC分类号： B63B9/08 , B63B22/26 , B63B1/04 , B63B39/10 , B63B22/24 , B63B35/08
CPC分类号： B63B9/08 , B63B1/041 , B63B22/24 , B63B22/26 , B63B35/08 , B63B39/10 , B63B2035/442 , B63B2039/105 , B63B2211/06 , B63B2241/02 , B63B2241/10
摘要： A floating unit (10) is disclosed comprising a single centre barrel (11) having a longitudinal centre axis (22). The central barrel comprises a lower main section (14) and an upper section (12) extending up from the main section (14) and having at least one outward facing side (20) which forms a flare angle (φ) with the longitudinal axis (22). The upper section (12) penetrates a still water surface (30) when the floating unit is in use. The main section (14) of the floating structure (10) has an equivalent diameter (D), a still water draught (T) and a metacentric height (KM) which is given as a function of the diameter (D), the still water draught (T), the flare angle (φ) and a variable part (x) of the draught which is a result of the motions of the floating unit (10) such that KM = ΚΜ(D,Τ,φ,x). The flare angle (φ) of the upper section ( 12 ) is within a range of ±20% of the flare angle φ which satisfies the equation d(KM(D,T,φ,x))/dx = 0.
摘要翻译：公开了一种浮动单元（10），其包括具有纵向中心轴线（22）的单个中心筒体（11）。中心筒包括下主体部分（14）和从主部分（14）向上延伸的上部部分（12），并且具有至少一个向外的侧面（20），所述向外侧面（20）与纵向轴（22）。当浮动单元在使用时，上部（12）穿透静止水面（30）。浮动结构（10）的主要部分（14）具有作为直径（D）的函数给出的当量直径（D），静止水分（T）和中心高度（KM），静止（10）的运动结果的吃水（T），火炬角（＆phgr）和可变部分（x），使得KM =＆Kgr;＆Mgr;（D，＆Tgr; ，＆phgr;，X）。上部（12）的喇叭角（＆phgr。）在喇叭角的±20％的范围内其满足方程式d（KM（D，T，＆phgr;，x））/ dx = 0。

4. 发明申请

WO2005085059A1 FLOATING STRUCTURE 审中-公开
标题翻译：浮动结构
公开(公告)号：WO2005085059A1
公开(公告)日：2005-09-15
申请号：PCT/NO2005/000074
申请日：2005-03-02
申请人： MOSS MARITIME AS , KRISTENSEN, Per, Herbert , PETTERSEN, Erik , HUSEM, Ida , SKOGEN, Tor
发明人： KRISTENSEN, Per, Herbert , PETTERSEN, Erik , HUSEM, Ida , SKOGEN, Tor
IPC分类号： B63B39/06
CPC分类号： B63B35/44 , B63B22/021
摘要： The present invention relates to a floating loading buoy (1) comprising a surface element (2), columns (3) connecting the surface element (2) to a submerged pontoon element (4), mooring devices (5) for securing the loading buoy (1) to the seabed (6), at least one attachment point (7) for transfer pipelines (8) from a production/processing/storage unit (9) to the loading buoy (1), mooring and transfer devices (10) for transferring fluid from the loading buoy (1) to a loading/unloading vessel (11). The surface element (2) is arranged floating in the water plane surface (12) and has a substantially rounded cross section in a substantially horizontal plane and a draught in the body of water, the columns (3) extend from the surface element (2) down to the pontoon element (4), which in a substantially horizontal plane has a substantially rounded external perimeter and a draught in the body of water. The proportion of the volume of the pontoon element (4) divided by the waterline area of the surface element (2) is in the range 4-7m, and preferably approximately 6m, and the draught of the surface element (2) divided by the draught of the pontoon element (4) is in the range 0.31-0.43 and where the vertical mooring rigidity for the loading buoy (1) is over 50% of the waterline rigidity for the loading buoy (1).
摘要翻译：本发明涉及一种浮动装载浮标（1），其包括表面元件（2），将表面元件（2）连接到淹没的浮筒元件（4）的柱（3），用于固定装载浮标的系泊装置（5）（1）到海底（6），用于从生产/处理/储存单元（9）到装载浮标（1），系泊和转移装置（10）的输送管线（8）的至少一个附接点（7）用于将流体从装载浮标（1）传送到装载/卸载容器（11）。表面元件（2）布置成浮在水平面（12）中，并且具有基本水平的平面中的基本圆形横截面和水体中的通风，柱（3）从表面元件（2）延伸）到浮体元件（4），其在基本上水平的平面中具有基本上圆形的外部周边和在水体中的通风。浮子元件（4）的体积除以表面元件（2）的水线面积的比例在4-7m的范围内，优选地约6m，并且表面元件（2）的通风量除以浮子元件（4）的通风范围为0.31-0.43，装载浮标（1）的垂直系泊刚度高于装载浮标（1）的水线刚度的50％以上。

5. 发明申请

WO2004067372A1 FLOATING STRUCTURE 审中-公开
标题翻译：浮动结构
公开(公告)号：WO2004067372A1
公开(公告)日：2004-08-12
申请号：PCT/NO2004/000021
申请日：2004-01-26
申请人： MOSS MARITIME AS , KRISTENSEN, Per, Herbert , PETTERSEN, Erik
发明人： KRISTENSEN, Per, Herbert , PETTERSEN, Erik
IPC分类号： B63B21/50
CPC分类号： B63B39/00 , B63B1/107 , B63B21/50 , B63B2039/067
摘要： The invention relates to a floating structure 1, for instance a semi submersible platform, comprising a deck structure 2, vertical columns 3 and a pontoon structure 4. The floating structure 1 is moored to the seabed with anchor lines 7. The mooring of the floating structure is done with taut line anchoring system, where the vertical stiffness in the anchoring system is approximately 20% of the water plane stiffness for the floating structure. The invention also relates to a floating structure as described above where the pontoon structure 4 comprises at least two levels of pontoons and where the columns 3 are formed to give variable water plane stiffness.
摘要翻译：本发明涉及浮动结构1，例如半潜式平台，其包括甲板结构2，垂直立柱3和浮桥结构4.浮动结构1通过锚定线7停泊在海床上。浮动系泊系泊结构采用拉紧锚固系统，其中锚固系统中的垂直刚度大约为浮动结构的水平面刚度的20％。本发明还涉及如上所述的浮动结构，其中浮筒结构4包括至少两层浮筒，并且其中塔3形成以提供可变的水平面刚度。

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