期刊文献+

张力腿平台筋腱连接器的结构设计

Structure Design for TLP Tendon Connectors
原文传递
导出
摘要 针对500 m水深张力腿平台实际尺寸及载荷要求,设计一种适用于40 in筋腱的筋腱连接器。顶部连接器通过抱夹卡瓦与筋腱连接,底部连接器采用旋转式锁紧机构,两者通过柔性体来提供柔性连接。柔性体采用14层钢板及15层橡胶的设计,可以在承受1 458.8kN·m转矩的同时,实现最大12°的转角。抱夹卡瓦选用10mm间距及40°夹角的卡环,可以与筋腱稳固啮合。仿真结果表明,采用现有材料的柔性体和抱夹卡瓦均满足Survival海况的使用条件,为我国首座TLP平台的筋腱设计提供了可靠的解决方案。 For the actual dimensions and loading requirements of the tension leg pla(orm (TLP) with 500 mwater deep, a tendon connector which is suitable for the tendon of 40 in is designed. The tendon top connector(TTC) connects to the tendon by the latching segment. The tendon bottom connector (TBC) adopts the rotarylocking mechanism. The two parts connect through the flex joint. The flex joint is using 14-layer steel and15-layer rubber design that can support I 458.8 kN'm torque, while achieving a maximum of 12~ angle. Usinglatching segment with a 10 mm pitch and 40~ angle clasp can ensure a strong engagement with the tendons. Thesimulation result shows that the flex joint and the latching segment with the existing material meet the demand ofthe survival condition, which offers a reliable solution for the tendon design of the first TLP in China.
出处 《船舶工程》 CSCD 北大核心 2017年第12期75-80,共6页 Ship Engineering
基金 工信部项目"500米水深油田生产装备TLP自主研发"(CCL2015SKGF0012)
关键词 张力腿平台 筋腱连接器 结构设计 柔性体 抱夹卡瓦 tension leg plaOCorm (TLP) tendon connector structure design flex joint latching segment
  • 相关文献

参考文献2

二级参考文献12

  • 1Luyties W H. Na Kika-Noval development in record water depth [C]//Offshore Technology Conference, Houston, Texas, USA, Paper No. 16698, 2004: 1-9.
  • 2Rainey R. Brutus project overview: Challenges and results [C]// Offshore Technology Conference, Houston, Texas, USA, Paper No. 13990, 2002: 1-10.
  • 3Sandstr R J, Huang J, Danaczko M. Development of close- moored deepwater systems: Kizomba A and B projects [C]//Off- shore Technology Conference, Houston, Texas, USA, Paper No. 17919, 2006: 1-5.
  • 4Wetch S, Wybro E West Seno facilities approach, innovations and benchmarking [C]//Offshore Technology Conference, Hous- ton, Texas, USA, Paper No. 16521, 2004: 1-12.
  • 5Zimmer R. Design and fabrication of the URSA TLP deck mod- ules and TLP hull upper column frame [C]//Offshore Technology Conference, Houston, Texas, USA, Paper No. 10755, 1999: 1-11.
  • 6Zhang Dagang, Deng Zhangchao, Yan Fasuo. An introduction to hull design practices for deepwater floating structures [J]. Journal of Marine Science and Application, 2009:123-131.
  • 7Zhang Dagang. Application of tension leg platform combined with other systems in the development of China deepwater oil fields [J]. Journal of China Offshore Engineering, 2007, SCI: 000242,916300001.
  • 8王世圣,谢彬,冯玮,谢文会.两种典型深水半潜式钻井平台运动特性和波浪载荷的计算分析[J].中国海上油气,2008,20(5):349-352. 被引量:26
  • 9杨立军,肖龙飞,杨建民.半潜式平台垂向运动低频响应特性[J].海洋工程,2010,28(2):1-7. 被引量:7
  • 10王冬姣.浮式直立圆柱体辐射问题研究[J].船舶力学,2011,15(10):1121-1126. 被引量:6

共引文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部