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    • 7. 发明专利
    • Stress evaluation method and stress evaluation apparatus for piping structure
    • 应力评估方法和应力评估装置的管道结构
    • JP2011047844A
    • 2011-03-10
    • JP2009197658
    • 2009-08-28
    • Capty Co LtdTokyo Gas Co Ltd東京瓦斯株式会社株式会社キャプティ
    • IIMURA SHOICHI
    • G01L1/00G01M99/00
    • PROBLEM TO BE SOLVED: To provide a simple and accurate stress evaluation method of a piping structure for a so-called station piping which branches from a main pipe laid underground and has a plurality of inflection points on the ground.
      SOLUTION: Assuming that a vertical directional displacement δ at an end of a branch pipe 9c is sum of a displacement δ1 caused by in-vertical-plane moment acting on the branch pipe 9c, a displacement δ2 caused by torsional deformation of a branch pipe 9b, and a displacement δ3 caused by bending moment of a branch pipe 9a toward the branch pipe 9b, a stress evaluation method of a piping structure evaluates a maximum stress σ arising in a piping structure using a following expression (10): the expression (10) is as follows: σ={3EGd
      o (2a+2b+c)δ}/{cG(12a
      2 +12ab+4bc+10ca+c
      2 )+3bc
      2 E}, where a, b, c are length of the branch pipes 9a, 9b, 9c respectively, E is a vertical elastic coefficient, G is a horizontal elastic coefficient, d
      o is an outer diameter of the branch pipe, δ is a vertical directional displacement relative to the main pipe at a support part.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种用于所谓的站管道的管道结构的简单和精确的应力评估方法,所述管道结构从地下铺设的主管分支并在地面上具有多个拐点。 解决方案:假设分支管9c的端部处的垂直方向位移δ是由作用在分支管9c上的垂直面内力矩引起的位移δ1之和,由 分支管9b和由分支管9a的弯矩引向分支管9b的位移δ3,管道结构的应力评估方法使用以下表达式(10)评价在管道结构中产生的最大应力σ: 表达式(10)如下:σ=ä3EGd(2a + 2b + c)δ} /äcG(12a 2 + 12ab + 4bc + 10ca + c o 是分支管的外径,δ是相对于支撑部分处的主管的垂直方向位移。 版权所有(C)2011,JPO&INPIT
    • 8. 发明专利
    • Stress evaluating method for curved pipe, stress evaluating device, program, and storage medium for the same
    • JP2004028769A
    • 2004-01-29
    • JP2002184809
    • 2002-06-25
    • Tokyo Gas Co Ltd東京瓦斯株式会社
    • IIMURA SHOICHI
    • G01L1/00
    • PROBLEM TO BE SOLVED: To provide a stress evaluating method and a stress evaluating device for evaluating a curved pipe for simply and precisely calculating the stress generated in the curved pipe constituting a pipe line.
      SOLUTION: Regarding the curved pipe A to be evaluated, if a measuring limit is exceeded, the stress evaluation is performed as follows: a distribution of the stress in a curved pipe B being adjacent to the pipe A is measured by a magnetic anisotropy sensor, flatness value of the curved pipe B is obtained from the relational formula of the stress-moment relation and the moment-flatness value, and an initial diameter of the pipe B is obtained from a measure of the diameter of the pipe B. The flatness vale of the pipe A is obtained from the measurement of the diameter of the pipe A considering that the initial value of diameter of the pipe B is equivalent to that of the pipe A, and the distribution of the stress in the curved pipe A is calculated using the relational formula of moment-flatness value and the relational formula of stress-moment. Wherein, the relational formula of moment-flatness value is derived e.g. by developing the theoretical formula of Rodabaugh & George etc., regarding displacement in a sectional direction of the curved pipe.
      COPYRIGHT: (C)2004,JPO