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深海石油钻采隔水管浮力材料的制备及其强度分析
引用本文:周云,易强,王莉萍,王东胜,尹衍升,董丽华.深海石油钻采隔水管浮力材料的制备及其强度分析[J].重庆大学学报(自然科学版),2017,40(7):19-24.
作者姓名:周云  易强  王莉萍  王东胜  尹衍升  董丽华
作者单位:1. 上海海事大学海洋科学与工程学院,上海,201306;2. 上海海事大学物流工程学院,上海,201306
基金项目:国家海洋局公益行业科研专项资助项目(20140513-2)。
摘    要:隔水管系统是海洋石油钻采的重要技术装备,而浮力块是深水条件下钻井隔水管系统的必备部件。笔者使用碳纤维增强聚合物中空球,与环氧树脂、空心玻璃微珠以适当比例混合,采用真空浇注工艺制备3组分隔水管浮力材料,并采用有限元软件ANSYS对浮力块在不同的工况下进行强度分析。研究结果表明,浮力材料密度为500kg/m~3,压缩强度为60 MPa;浮力块最大变形发生在其自由端,其值为4.08mm;最大应力发生在与隔水管相邻的结构上,其值为50.02MPa。最大变形值和应力值均很小,所制备的隔水管浮力块强度满足3 000m水深以内钻采作业要求。

关 键 词:隔水管系统  浮力材料  浇注成型  强度分析  有限元
收稿时间:2017/2/21 0:00:00

Preparation and strength analysis of buoyancy materials for deep-sea drilling riser
ZHOU Yun,YI Qiang,WANG Liping,WANG Dongsheng,YIN Yansheng and DONG Lihua.Preparation and strength analysis of buoyancy materials for deep-sea drilling riser[J].Journal of Chongqing University(Natural Science Edition),2017,40(7):19-24.
Authors:ZHOU Yun  YI Qiang  WANG Liping  WANG Dongsheng  YIN Yansheng and DONG Lihua
Institution:College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, P. R. China,Logistics Engineering College, Shanghai Maritime University, Shanghai 201306, P. R. China,College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, P. R. China,College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, P. R. China,College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, P. R. China and College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, P. R. China
Abstract:Drilling riser system is a critical component of marine oil drilling, and buoyancy module is essential for deep-sea drilling riser system. In this paper, three phase epoxy buoyancy materials filled with carbon fiber reinforced hollow macrospheres and hollow glass microspheres was prepared by vacuum pour molding. Strength analysis has been conducted on the buoyancy modules with different load conditions by using ANSYS. The results show that the density of buoyancy material is 500 kg/m3 and the compressive strength is 60 MPa. The maximum deformation of buoyancy modules occurs in the free end with a value of 4.08 mm. The maximum stress occurs on the structure adjacent to riser with a value of 50.02 MPa, which makes the prepared buoyancy modules meet the drilling requirements of 3 000 m water depth.
Keywords:riser system  buoyancy material  pour molding  strength analysis  finite element
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