摘要
为创造更有利于平台钻井作业的外部环境,本文提出一种新型多浮体系泊系统。在1 500 m水深,风、浪、流同向作用下,对平台-连接体-锚链-张力筋腱组成的多浮体结构进行完全时域耦合分析,并将新型多浮体系泊系统和传统张紧式系泊系统计算结果进行对比分析,结论充分体现新型系泊系统设计的合理性、优越性。
To create better external environment of platform drilling operation,this paper puts forward a new type of multi-body floating system. In the 1 500 m water depth,the external load generate in one direction,floating body structure which consist of platform,connector,tension tendon,is analyzed by the method of full time domain coupled analysis. There is a comparison calculation results between the new system of floating mooring system and traditional mooring system. The contrast conclusion fully embodies the rationality and the advantages of the new type of multi-body floating system.
引文
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