李玉坤, 王龙升, 蒋毅, 吴涛, 杨进川, 王鄯尧, 陈帅. 长输管道对接管口切割量计算方法[J]. 油气储运, 2022, 41(3): 318-323. DOI: 10.6047/j.issn.1000-8241.2022.03.010
引用本文: 李玉坤, 王龙升, 蒋毅, 吴涛, 杨进川, 王鄯尧, 陈帅. 长输管道对接管口切割量计算方法[J]. 油气储运, 2022, 41(3): 318-323. DOI: 10.6047/j.issn.1000-8241.2022.03.010
LI Yukun, WANG Longsheng, JIANG Yi, WU Tao, YANG Jinchuan, WANG Shanyao, CHEN Shuai. Calculation method for cutting quantity of long-distance pipeline butt joint[J]. Oil & Gas Storage and Transportation, 2022, 41(3): 318-323. DOI: 10.6047/j.issn.1000-8241.2022.03.010
Citation: LI Yukun, WANG Longsheng, JIANG Yi, WU Tao, YANG Jinchuan, WANG Shanyao, CHEN Shuai. Calculation method for cutting quantity of long-distance pipeline butt joint[J]. Oil & Gas Storage and Transportation, 2022, 41(3): 318-323. DOI: 10.6047/j.issn.1000-8241.2022.03.010

长输管道对接管口切割量计算方法

Calculation method for cutting quantity of long-distance pipeline butt joint

  • 摘要: 在长输管道的敷设施工中, 管口对接一直是现场技术人员面临的施工难点之一, 准确划出切割轨迹是提高对接质量和效率的关键。根据接管现场施工情况, 建立了基于9个基本变量的管口对接模型, 利用空间解析几何方法计算得到局部空间坐标系下两管口的切割轨迹方程, 并给出了两坐标系之间的坐标变换矩阵。依据计算过程编程, 自动计算待接管道的切割量, 开展了管道相对位置和切割量测量试验, 结果表明: 管道对接模型中上游管道和过渡管道连接处无缺口及重叠部分, 划线轨迹起点和终点闭合效果良好, 验证了对接管口切割量计算方法的可行性, 可为现场管口对接下料施工提供技术支撑。

     

    Abstract: During the laying of long-distance pipelines, pipe butt is always one of the construction difficulties faced by the field technicians, and accurately drawing the cutting trajectory is the key to improve the quality and efficiency of pipe butt.Therefore, a pipe butt model was established based on 9 basic variables according to the field condition of pipe connection.Then, the equations for the cutting trajectories of two pipes in a local spatial coordinate system were obtained through the calculation with the spatial analytic geometry method, and the coordinate transformation matrix between the two coordinate systems was also provided. Thereby, the cutting quantity of the pipe to be connected was calculated automatically by programming according to the calculation process, and measurement tests were performed for the relative position and cutting quantity of the pipe. The results show that no gap or overlay appears at the connection between the upstream and transition pipes in the butt model, and the starting and ending points of cutting trajectory drawn are coincided perfectly, which further verify the feasibility of the calculation method for cutting quantity of the butt pipe and could provide technical support for the onsite pipe butt and cutting.

     

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