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公开(公告)号：US08196539B2
公开(公告)日：2012-06-12
申请号：US12470839
申请日：2009-05-22
IPC分类号： B63B35/44
CPC分类号： B63B21/502 , B63B1/107 , B63B35/4413 , B63B2001/128
摘要： An offshore platform includes a buoyant hull comprising three or more interconnected pontoons and a plurality of support columns. The support columns support a deck or structure that supports equipment and/or payloads above a water surface. The support columns extend upwardly from respective ends of the pontoons to the deck or structure supported above the water surface. Anchoring members anchor the platform to the seabed.
摘要翻译： 海上平台包括一个包括三个或更多互连的浮筒的浮力船体和多个支撑柱。 支撑柱支撑支撑水面以上的设备和/或有效载荷的甲板或结构。 支撑柱从浮筒的相应端部向上延伸到支撑在水面上方的甲板或结构。 锚点成员将平台锚定到海底。
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公开(公告)号：US20100074693A1
公开(公告)日：2010-03-25
申请号：US12470839
申请日：2009-05-22
CPC分类号： B63B21/502 , B63B1/107 , B63B35/4413 , B63B2001/128
摘要： An offshore platform includes a buoyant hull comprising three or more interconnected pontoons and a plurality of support columns. The support columns support a deck or structure that supports equipment and/or payloads above a water surface. The support columns extend upwardly from respective ends of the pontoons to the deck or structure supported above the water surface. Anchoring members anchor the platform to the seabed.
摘要翻译： 海上平台包括一个包括三个或更多互连的浮筒的浮力船体和多个支撑柱。 支撑柱支撑支撑水面以上的设备和/或有效载荷的甲板或结构。 支撑柱从浮筒的相应端部向上延伸到支撑在水面上方的甲板或结构。 锚点成员将平台锚定到海底。
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公开(公告)号：US08087849B2
公开(公告)日：2012-01-03
申请号：US12255579
申请日：2008-10-21
IPC分类号： B63B35/44
CPC分类号： B63B21/502 , B63B1/107 , B63B35/4413 , B63B2001/126 , B63B2039/067
摘要： A tension leg platform includes a deck supported on the upper ends of three or more columns interconnected at the lower ends thereof by horizontally disposed connecting members. The columns are battered inwardly and upwardly from the platform base to the deck. Tendons connected at the columns anchor the platform to the seabed. The footprints of the base of the battered columns and the tendons are larger than the footprint of the deck supported on the upper ends of the columns.
摘要翻译： 张力腿平台包括支撑在通过水平设置的连接构件在其下端互连的三个或更多个柱的上端的甲板。 柱从平台底部向内和向上打击到甲板。 在柱子连接的肌腱将平台锚定到海底。 受影响的柱和腱的基部的脚印大于支撑在柱的上端的甲板的占地面积。
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公开(公告)号：US20090185869A1
公开(公告)日：2009-07-23
申请号：US12255579
申请日：2008-10-21
IPC分类号： E02D5/00
CPC分类号： B63B21/502 , B63B1/107 , B63B35/4413 , B63B2001/126 , B63B2039/067
摘要： A tension leg platform includes a deck supported on the upper ends of three or more columns interconnected at the lower ends thereof by horizontally disposed connecting members. The columns are battered inwardly and upwardly from the platform base to the deck. Tendons connected at the columns anchor the platform to the seabed. The footprints of the base of the battered columns and the tendons are larger than the footprint of the deck supported on the upper ends of the columns.
摘要翻译： 张力腿平台包括支撑在通过水平设置的连接构件在其下端互连的三个或更多个柱的上端的甲板。 柱从平台底部向内和向上打击到甲板。 在柱子连接的肌腱将平台锚定到海底。 受影响的柱和腱的基部的脚印大于支撑在柱的上端的甲板的占地面积。
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公开(公告)号：US07462000B2
公开(公告)日：2008-12-09
申请号：US11364505
申请日：2006-02-28
IPC分类号： B63B35/44
CPC分类号： B63B21/502 , B63B1/107 , B63B35/4413 , B63B2001/126 , B63B2001/128
摘要： A tension leg platform includes a deck supported on the upper ends of three or more columns interconnected at the lower ends thereof by horizontally disposed pontoons. The columns are battered inwardly and upwardly from the pontoons to the deck. Tendons connected at the columns anchor the platform to the seabed. The footprints of the base of the battered columns and the tendons are larger than the footprint of the deck supported on the upper ends of the columns.
摘要翻译： 张力腿平台包括支撑在三个或更多列的上端上的甲板，其在其下端通过水平布置的浮筒相互连接。 柱子从浮桥向内和向上打击到甲板上。 在柱子连接的肌腱将平台锚定到海底。 受影响的柱和腱的基部的脚印大于支撑在柱的上端的甲板的占地面积。
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公开(公告)号：US07040841B2
公开(公告)日：2006-05-09
申请号：US10617986
申请日：2003-07-10
申请人： Ron L. Kelm , Janet T. Leawood , Peter A. Lunde
发明人： Ron L. Kelm , Janet T. Leawood , Peter A. Lunde
IPC分类号： E21B17/01
CPC分类号： E21B43/01 , B63B21/507
摘要： A conduit structure (44) connects subsea oil wells to a floating structure (12) such as a vessel, in shallow water, the conduit structure providing a low cost and reliable fluid connection during drift of the vessel. The conduit structure includes a seafloor riser support (50) with a lower end (52) fixed to the seafloor and an upper end (54) lying a plurality of meters above the seafloor. A flexible pipe or hose (46) extends in a double catenary curve from the top of the seafloor riser support, at a downward incline away from the seafloor riser support and then at an upward incline to the floating structure. A rigid pipe (70) can extend along a plurality of meters of the height of the riser support to minimize the required length of flexible hose and facilitate installation.
摘要翻译： 导管结构（44）将海底油井连接到浅水中的诸如血管的浮动结构（12），导管结构在血管漂移期间提供低成本且可靠的流体连接。 导管结构包括具有固定到海底的下端（52）的海底立管支撑（50）和位于海底上方的多个米的上端（54）。 柔性管或软管（46）从海底提升管支撑件的顶部沿着离开海底立管支撑件的向下倾斜并且然后以向上倾斜延伸到浮动结构的双重悬链曲线延伸。 刚性管（70）可以沿着提升管支撑的高度的多个米延伸，以使柔性软管的所需长度最小化并且便于安装。
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公开(公告)号：USRE30846E
公开(公告)日：1982-01-12
申请号：US944979
申请日：1978-09-22
申请人： Alexander C. Lang , Peter A. Lunde
发明人： Alexander C. Lang , Peter A. Lunde
摘要： This invention relates to a method and to an apparatus for use in laying a submarine pipeline from a pipe-laying vessel. According to one aspect of the present invention, there is provided a reel pipe-laying method for continuously laying a pipeline of up to 24-inch diameter without a stinger by (1) aligning a pipe portion as it is being paid out from the reel, (2) straightening the aligned pipe portion, (3) tensioning the pipe, (4) discharging the straightened pipe under tension into the body of water, and (5) changing for different water depths and pipe conditions the lift off angle of the pipe relative to the horizontal by pivoting a diverter about a horizontal pivot, the diverter supporting at least the straightener and the tensioner and extending from the horizontal pivot mounted near the aft end of the vessel, upwardly toward the reel.
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公开(公告)号：US4721417A
公开(公告)日：1988-01-26
申请号：US929539
申请日：1986-11-10
IPC分类号： E02B17/02
CPC分类号： E02B17/027 , E02B2017/0073
摘要： A compliant offshore structure in which stabilization against excessive sway is provided by a resilient pile assemblies. A series of drive piles extend into the ocean floor beneath the base of the structure. Drive piles extend upward to a position proximate a pile attachment location on the structure a spaced distance above the ocean floor. The upper end of each drive pile is secured to the structure at the pile attachment location by a resilient coupling. The resilient coupling permits the structure to move upward and downward a slight distance relative to the substantially rigid drive pile. This accommodates sway of the structure. The resilient coupling biases the structure back to a vertical orientation in response to sway of the structure. In a preferred embodiment the pile attachment location is situated proximate the base of the offshore structure.
摘要翻译： 柔性海上结构，其中通过弹性桩组件提供防止过度摇摆的稳定性。 一系列驱动桩延伸到结构底部下方的海底。 驱动桩向上延伸到靠近建筑物上的桩附着位置的位置，在海底上方间隔距离。 每个驱动桩的上端通过弹性联轴器固定在桩附着位置处的结构。 弹性联轴器允许结构相对于基本刚性的驱动桩向上和向下移动一小段距离。 这适应了结构的摇摆。 响应于结构的摆动，弹性联接器将结构偏置回到垂直定向。 在优选实施例中，桩附接位置靠近离岸结构的底部。
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公开(公告)号：US06431101B1
公开(公告)日：2002-08-13
申请号：US09446819
申请日：2000-03-22
申请人： Peter A. Lunde , Jack Pollack
发明人： Peter A. Lunde , Jack Pollack
IPC分类号： B63B2114
CPC分类号： B63B21/14
摘要： The disclosure relates to an improved chain hawse (4) having a radius of curvature (p) such that the interlink angle (x) is not more than 15°, preferably not more than 11°. According to one embodiment, the chain hawse (4) comprises an internal support element (11), on which the chain links (7, 8) are supported by two ridges (16, 17) that are relatively narrow and that are placed close together. Hereby the chain links (7, 8) are supported along their short sides near their points of interconnection and long side bending is prevented. According to another preferred embodiment, a support element (30) comprises a wedgeshaped structure with two slanting surfaces (31, 32) along which the planes of adjacent chain links (33, 34) are supported such that bending fatigue problems are mitigated.
摘要翻译： 本公开涉及一种具有曲率半径（p）的改进的链条（4），使得连接角（x）不大于15°，优选不大于11°。 根据一个实施例，链条（4）包括内部支撑元件（11），链节（7,8）由链条（7,8）相对较窄并且彼此靠近放置的两个脊（16,17）支撑在该支撑元件上 。 因此，链节（7,8）沿其短边在其互连点附近被支撑，并且防止了长边弯曲。 根据另一个优选实施例，支撑元件（30）包括具有两个倾斜表面（31,32）的楔形结构，相邻链节（33,34）的平面沿着该倾斜表面（31,32）被支撑，使得减轻弯曲疲劳问题。
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公开(公告)号：US4396314A
公开(公告)日：1983-08-02
申请号：US255932
申请日：1981-04-20
IPC分类号： B63B21/50 , B63B35/44 , E21B33/038 , E21B43/01 , E02B17/00
CPC分类号： B63B35/4406 , B63B21/50 , E21B33/038 , E21B43/01
摘要： A subsea connection unit for securing an offshore structure to a marine bottom is disclosed. The unit comprises a base adapted to be positioned on the marine bottom and an insert member adapted to be connected to the lower end of the offshore structure. The base has a recess thereon adapted to receive the insert member. Releasable vertical latch means comprised of a plurality of tapered shear blocks are carried by the insert member and cooperate with tapered lugs in the recess to lock the insert member against vertical movement within the recess. Releasable horizontal latch means comprised of a plurality of wedge members are positioned on the base around the recess and cooperate with load surfaces on the insert member to center and lock the insert member against horizontal movement within the recess.
摘要翻译： 公开了一种用于将海上结构固定到海底的海底连接单元。 该单元包括适于定位在船底上的基座和适于连接到海上结构的下端的插入件。 底座上具有适于容纳插入构件的凹部。 由多个锥形剪切块组成的可释放的垂直锁定装置由插入构件承载并与凹槽中的锥形凸耳配合以锁定插入构件以防止凹部内的垂直运动。 由多个楔形构件组成的可释放的水平闩锁装置围绕凹部定位在基部上，并与插入构件上的载荷表面配合以使插入构件中心并锁定以防止凹部内的水平运动。
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