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深水半潜式生产平台立柱储油结构设计及应用 被引量:1

The Hull Structure Design and Practice of the Condensate Storage Tank of Semi-Submersible Platform
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摘要 目前,行业内仍缺少将凝析油储存到半潜式平台船体中的经验和实践案例。本文给出了立柱中储存凝析油时深水半潜式平台船体结构的设计方案。第一,立柱凝析油舱周围需要采用双层舱壁(隔离舱),隔离舱舱壁之间采用板相连;第二,凝析油舱设计压头优化降低了20m,比同高度的压载舱仍增大了10m;第三,凝析油舱内设置了上下各空出2m的非水密连续舱壁,经过总体结构强度和疲劳分析,该舱壁方案可行;第四,在立柱底部、压载舱、凝析油舱底部多考虑2mm腐蚀裕量。本研究可为今后类似设计提供参考。 There is little industrial experience and projects for semi-submersible platform with large volume condensate storage tanks.The hull structure design of condensate storage tanks were provided.Firstly,the column was designed with the double-wall voids(cofferdams)around the condensate tanks and connected with flats with manholes for maintenance access.Secondly,the pressure head of condensate tank was increased by 10 m compared to the ballast tank after optimizing the reduction of 20 m.Thirdly,the bulkheads of condensate tank are non-watertight and continuous,but with the upper and lower 2 m height gaps for the flowing of condensate and gas.Fourth,the additional corrosion margin of 2 mm was added to the boundary of frequently ballast and de-ballast tanks in the nodes and columns.It is a successful practice for other similar design in the future.
作者 刘小燕 冯加果 李达 LIU Xiaoyan;FENG Jiaguo;LI Da(CNOOC China Limited,Beijing New Energy Company,Beijing 102209,China;China National Offshore Oil Corporation,Beijing 100010,China;CNOOC Research Institute,Ltd.,Beijing 100028,China)
出处 《海洋工程装备与技术》 2023年第2期8-13,共6页 Ocean Engineering Equipment and Technology
关键词 船体结构 半潜式平台 凝析油储存 强度和疲劳 隔离舱 设计压头 hull structure semi-submersible platform condensate oil storage strength and fatigue cofferdam pressure head.
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  • 1段梦兰,陈永福,李林斌,张继春,包小兵,周立伟.海洋平台结构的最新研究进展第9届ISOPE大会报告综述[J].海洋工程,2000,18(1):86-90. 被引量:9
  • 2王言英,李芳.浮式结构物在波浪中的运动响应计算[J].水动力学研究与进展(A辑),1995,10(6):571-580. 被引量:10
  • 3API RP 2T-1997.Recommended practice for planning,designing,and constructing tension leg platforms[S].2nd Edition,Houston:[s.n.],1997.
  • 4Norwegian Technology Standards Institution.NORSOK Standard-1998 Special design provisions for tension leg platforms,design of steel structures[S].Norway:[s.n.],1998.
  • 5Halkyard J E.Status of spar platforms for deepwater production systems:Proceedings of the Sixth (1996)International Offshore and Polar Engineering Conference,LA,USA,May 26-31,1996[C].ISOPE,1996:262-269.
  • 6Wang J,Berg S,Luo Y H,et al.Structural design of the truss spar-an overview:Proceedings of the Eleventh(2001)International Offshore and Polar Engineering Conference,Stavanger,Norway,June 17-22,2001[C].ISOPE,2001:354-361.
  • 7Finn L D,Maher J V,Gupta H.The cell spar and vortex induced vibrations[R].OTC 15244,2003:1-6.
  • 8Gupta H,Finn L,Weaver T.Effects of spar coupled analysis[R].OTC 12082,2000:629-638.
  • 9Colby C.Coupling effects for a deepwater spar[R].OTC 12083,2000:639-645.
  • 10Irani M B,Rouckout T,Johnson R P.Dynamics of a spar platform:Proceedings of the Tenth(2000)International Offshore and Polar Engineering Conference,Seattle,USA,May 28-June 2,2000[C].ISOPE,2000:261-268.

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