首页> 外国专利> METHOD FOR ESTIMATING BEHAVIOR OF FAULT-CROSSING BURIED PIPELINE AND APPARATUS FOR ESTIMATING BEHAVIOR OF FAULT-CROSSING BURIED PIPELINE

METHOD FOR ESTIMATING BEHAVIOR OF FAULT-CROSSING BURIED PIPELINE AND APPARATUS FOR ESTIMATING BEHAVIOR OF FAULT-CROSSING BURIED PIPELINE

机译:穿越断层管道的性能评估方法及装置

摘要

PROBLEM TO BE SOLVED: To provide a method for estimating the behavior of a fault-crossing buried pipeline capable of achieving an accuracy in simplified manner without using a large-scale simulation apparatus.SOLUTION: The method comprises: a first step of obtaining the number N of earthquake-resistant joints required to absorb an amount H of fault displacement in a direction perpendicular to a pipe axis with respect to an allowed bending angle θand an effective pipe length L, and of obtaining a bending range Lin the direction of the pipe axis, based on [formula 1], [formula 2]; a second step of obtaining a load P(y) imposed on the pipe with respect to a relative displacement y between the pipe and the ground, based on [formula 3] according to a ground spring model in the direction perpendicular to the pipe axis, the model being defined using spring constants k, kwith a relative displacement δas a boundary; a third step of obtaining a bending moment distribution at each joint position, from the bending moment of a trapezoidal distributed load determined by [formula 4], and of obtaining a bending angle θ of each joint in accordance with a predetermined joint rotation spring model; and a bending performance evaluation step of evaluating whether or not the bending angle θ falls within the allowed bending angle θ.SELECTED DRAWING: Figure 19
机译:要解决的问题:提供一种无需使用大型仿真装置就能以简化的方式估算出准确度的穿越断层埋地管道的行为的方法。解决方案:该方法包括:第一步,获得数量N个抗震关节,需要吸收相对于允许弯曲角θ和有效管长L垂直于管轴的方向上的断层位移量H,并获得沿管轴方向的弯曲范围Lin ,基于[公式1],[公式2];第二步,根据地弹簧模型,根据[公式3],在垂直于管道轴线的方向上基于[公式3],获得相对于管道与地面之间的相对位移y施加在管道上的载荷P(y),使用相对常数δ作为边界的弹簧常数k,k定义模型。第三步骤,根据公式[4]求出的梯形分布载荷的弯矩,求出各关节位置的弯矩分布,并按照规定的关节旋转弹簧模型求出各关节的弯曲角度θ。弯曲性能评估步骤,评估弯曲角度θ是否落在允许的弯曲角度θ之内。图19

著录项

  • 公开/公告号JP2017053725A

    专利类型

  • 公开/公告日2017-03-16

    原文格式PDF

  • 申请/专利权人 KUBOTA CORP;

    申请/专利号JP20150177923

  • 发明设计人 ODA KEITA;KISHI SHOZO;

    申请日2015-09-09

  • 分类号G01L1/00;F16L1/028;F16L1/024;

  • 国家 JP

  • 入库时间 2022-08-21 14:01:15

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