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RIG-ASSISTED SNUBBING: DRILLPIPE PRESSURE CONTROL IN MPD/UBD

机译:钻机辅助缓冲:MPD / UBD中的钻孔压力控制

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An important pressure control issue during live well work is the expulsion force acting on the drillpipe. Wellhead pressure multiplied bv drillpipe sealing area in the blowout preventor must be overcome before entering the well. The highest snubbing force (compression) is applied when running the first joint into the well since pipe weight is at its lowest at this time. Focus of this paper is the mechanical analysis of the drillpipe as a well barrier element during live well entry. We look at normal operation (primary well barrier) and contingency (secondary well barrier). Load cases include critical unsupported buckling, helical buckling inside tubing guide, collapse and burst. In critical unsupported buckling there is no radial confinement of the pipe and the critical buckling limit is determined at the onset of lateral deflection. On the other hand, inside the tubing guide the pipe is allowed to buckle into a helix and the buckling limit is related to permanent corkscrewing of the pipe. Technical contributions in this paper include engineering design formulas for unsupported buckling and helical buckling. Also presented are experimental buckling results from pipe up to 31/2 inch (8.9 cm) diameter. Design calculations for primary and secondary well barriers are explained and analyzed using a field case. All load calculations are based on zero neutral axial stress as stress reference datum, which produces a yield circle that is conveniently deployed for three-dimensional well tubular design. The use of the dimensionless yield circle is found to be an efficient method to assess helical buckling loading and the combined effects of pressure and axial stresses.
机译:活力良好工作期间的一个重要压力控制问题是在钻井上的驱逐力。在进入井之前,必须克服防喷器的井口压力乘以BV钻孔管密封区域。在运行第一接合到井中时,施加最高的缓冲力(压缩),因为在此时的管材重量处于最低的情况下。本文的重点是在实时进入期间钻石的机械分析作为井屏障元件。我们看看正常运行(初级井屏障)和应急(次要井屏障)。装载案例包括批判不支持的弯曲,螺旋扣内管道导轨,塌陷和爆发。在临界不支持的屈曲中,没有管道的径向限制,并且在横向偏转的开始处确定关键屈曲极限。另一方面,管道内部允许管扣到螺旋中,屈曲极限与管道的永久性开瓶器有关。本文的技术贡献包括工程设计公式,可为不受支持的弯曲和螺旋屈曲。还提出了一种高达31/2英寸(8.9厘米)的管道的实验屈曲结果。使用现场情况解释和分析了初级和次要井屏障的设计计算。所有负载计算都基于零中性轴向应力作为应力参考基准,这产生了用于三维井管设计的方便展开的产量圆。发现使用无量纲产量圈是评估螺旋屈曲负荷的有效方法和压力和轴向应力的综合影响。

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