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Design of Retrofit Hang-Off Receptacle Clamp for Tie-Back of Steel Catenary Risers to the Pompano Platform

机译:钢制悬链提升器系在the参平台上的改型悬挂式插座夹具设计

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It is not unusual that the existing riser hang-off structures such as receptacles and I/J-tubes on offshore facilities are all occupied and are unavailable for future riser tie-backs. In such cases, it may be necessary to design and install retrofit hang-off structures to accommodate the tie-back risers. A number of hang-off structures, essentially in the form of jacket clamps at various elevations of the jacket leg were designed and successfully installed for tie-back of one 6-inch and two future 10-inch steel risers to the Pompano platform, a fixed jacket platform located in 1,294 ft water depth in Gulf of Mexico (GoM).This paper focuses mainly on a novel SCR hang-off Clamp design. The clamp was installed 323 ft below the Mean Water Line (MWL). It weighs 51 kips in air with an internal diameter of 102 inches and a height of 14 ft. It was made up of two semi-cylindrical shells connected through a hinged joint for ease of diver installation and was clamped to the jacket leg using stud bolts. The SCR Clamp was provided with three hang-off receptacles in the form of receiving baskets for the SCR tapered stress joints. The baskets were supported on the front half shell of the clamp through a series of tubular brace members. A deadweight transfer clamp (Stop Clamp) was provided below the SCR clamp and supported by jacket bracing members through two saddle supports in order to provide a direct load transfer to the jacket. The SCR Stop Clamp design offered additional redundancy to the system in terms of longitudinal and rotational slippage modes of failure. The Stop Clamp also provided significant assistance during the installation of the main SCR hang-off Clamp.The SCR Clamp was designed as a standalone friction clamp to withstand all operational and extreme loading from the SCR without the need for the Stop Clamp. In case of an unlikely partial or full loss of friction, the SCR Clamp will be supported by the Stop Clamp, which will then transfer the loading to the jacket's horizontal and diagonal bracing members. The Stop Clamp's saddle footings sit on the jacket bracing members to guarantee direct load transfer, and assisted in vertical and rotational positioning of the SCR Stop Clamp during installation. Thus, the SCR Clamp offers a dual redundant design philosophy using both friction and direct load transfer to the jacket structure.Detailed 3D finite element analysis was performed on the SCR Clamp using ABAQUS. The finite element analysis was complementary to industry standard manual design calculations and provided confirmation of the design.
机译:海上设施上现有的立管悬挂结构(例如容器和I / J管)被全部占用,并且将来无法用于立管绑扎,这并不稀奇。在这种情况下,可能有必要设计和安装翻新的悬挂式结构,以容纳后仰立管。设计并成功安装了许多悬挂结构,主要是在夹克腿各个高度上以夹克夹的形式,将一个6英寸和两个将来的10英寸钢制立管绑扎到Pompano平台上,固定外套平台位于墨西哥湾(GoM)的1,294英尺水深处。 本文主要关注新颖的SCR悬挂式夹具设计。夹具安装在平均水位线(MWL)下方323英尺处。它在空气中重51 kips,内径为102英寸,高度为14 ft。它由两个通过铰链连接的半圆柱壳组成,以方便潜水员安装,并使用双头螺栓固定在外套腿上。 SCR夹配有三个悬挂式接收器,形式为SCR锥形应力接头的接收篮。篮筐通过一系列管状支撑部件支撑在夹具的前半壳上。在SCR夹具下方提供了一个自重转移夹具(Stop Clamp),并通过两个鞍座支撑由护套支撑构件支撑,以便直接将负荷转移到护套上。 SCR止动夹设计在纵向和旋转滑差模式方面为系统提供了额外的冗余性。在安装主要SCR悬挂式夹具时,停车夹也提供了重要的帮助。 SCR夹钳设计为独立的摩擦夹钳,可承受来自SCR的所有操作载荷和极限载荷,而无需停止夹钳。如果发生摩擦的部分或全部损失,则SCR夹将由限位夹支撑,然后限位夹会将负载转移到护套的水平和对角撑杆构件上。 Stop Clamp的鞍座位于护套支撑构件上,以确保直接传递负载,并在安装过程中协助SCR Stop Clamp的垂直和旋转定位。因此,SCR夹钳提供了双重冗余设计原理,既利用摩擦力又将直接载荷传递到护套结构上。 使用ABAQUS在SCR夹钳上进行了详细的3D有限元分析。有限元分析是对行业标准手动设计计算的补充,并提供了设计确认。

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