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    • 2. 发明授权
    • Method for installing riser/tendon for heave-restrained platform
    • 安装升降机/腱的方法
    • US5150987A
    • 1992-09-29
    • US817026
    • 1992-01-02
    • Charles N. WhiteRiley G. Goldsmith
    • Charles N. WhiteRiley G. Goldsmith
    • B63B21/50E21B7/128E21B17/01E21B19/00E21B33/14E21B43/017
    • B63B21/50E21B17/015E21B19/002E21B33/143E21B43/017E21B7/128
    • A Heave-Restrained Platform and Drilling System (HRP/DS) comprises a floating structure having a central buoyance means, at least three out-rigger columns, and a hybrid mooring system in which a spread (lateral) mooring system functions with an array of tensioned production risers (serving as a vertical tension leg) to keep the structure generally over a specified seabed location. The central buoyancy means has supports for upper terminations of a plurality of well production risers. Each riser is comprised of plural concentric tubular structural and pressure containment elements connecting a hydrocarbon well on the sea floor with a pressure containment means located on the floating structure. The risers are connected to the wells on the floor of the body of water upon which the floating structure floats at a locus generally directly below the floating structure, and are connected on the upper end to the floating structure, preferably below the surface of the water and below the center of effective mass of the floating structure, to the central buoyancy means under sufficient tension to function also as tendons to restrain heave of the flaoting structure. An array of at least three lateral mooring lines is attached to the peripheral columns of the floating structure and to the floor of the body of water laterally outwardly of the risers and under sufficient tension to maintain the floating structure generally on horizontal location.
    • 一个起重约束的平台和钻井系统(HRP / DS)包括具有中心浮力装置的浮动结构,至少三个外倾柱和混合系泊系统,其中扩展(侧向)系泊系统以一系列 张紧的生产立管(用作垂直张力腿),以将结构保持在特定的海底位置。 中央浮力装置具有用于多个井生产提升管的上端接的支撑件。 每个提升管由多个同心的管状结构和压力容纳元件组成,其将海底上的烃井与位于浮动结构上的压力容纳装置连接。 提升管连接到水体地板上的井,浮动结构浮在基本上位于浮动结构下方的位置处,并且在上端连接到浮动结构,优选在水面以下 并且在浮动结构的有效质量的中心之下,在足够的张力下的中心浮力装置也用作抑制花纹结构起伏的腱。 至少三个侧向系泊绳的阵列连接到浮动结构的周边柱,并且在竖井的横向外侧并且处于足够的张力下,将浮体结构大致保持在水平位置上。
    • 3. 发明授权
    • Sluice method to take TLP to heave-restrained mode
    • 水闸方式采取TLP起伏约束模式
    • US5135327A
    • 1992-08-04
    • US695049
    • 1991-05-02
    • Charles N. WhiteRiley G. Goldsmith
    • Charles N. WhiteRiley G. Goldsmith
    • E21B7/128E21B19/00
    • E21B7/128E21B19/002
    • A tension leg platform which can be a heave restrained platform and drilling system (HRP/DS) is taken to the heave restrained mode by rapidly sluicing ballast by gravitational force from a reservoir above the water line. More specifically, a tension leg platform (which has a floating structure floating on a body of water, tethers connected to the floor of the body of water at a locus beneath the floating structure, porches attached to the floating structure having tether receptacles for receiving upper terminations of the tethers, a large reservoir above the water line of the body of water to hold a large amount of liquid ballast above the water line of the body of water and a sluice for rapidly dumping the liquid ballast from the floating structure) is taken to the heave restrained mode by: ballasting down the floating structure with liquid ballast in the reservoir, positioning the floating structure above the locus of attachment of the tethers to the floor of the body of water, positioning the upper terminations of the tethers in the tether receptacles of the porches, and rapidly dumping and sluicing the liquid ballast from the floating structure such that tension is applied to the tethers in a rapid and continuously increasing manner.
    • 通过从水线上方的蓄水池重力作用,通过重力作用将压载物快速流入,将可以作为起重约束平台和钻井系统(HRP / DS)的张力腿平台作为起重约束模式。 更具体地,张力腿平台(其具有漂浮在水体上的浮动结构,在浮动结构下方的地方连接到水体的地板的系绳,附接到具有用于接收鞋帮的系链接收器的浮动结构的门廊 系绳的终点是在水体的水线之上的一个大的水库,以便在水体的水线之上保持大量的液体镇流器和一个用于从浮动结构快速倾倒液体镇流器的闸门) 通过以下方式进行起伏约束模式:通过在储存器中的液体压载物将浮动结构压载,将浮动结构定位在系绳附着位置到水体的地板上,将系绳的上端定位在系链中 并且从浮动结构中快速倾倒和冲洗液体镇流器,使得张紧力迅速地施加到系绳上 并不断增加的方式。