• 专利标题: PROCÉDÉ ET DISPOSITIF DE SURVEILLANCE DU COMPORTEMENT MÉCANIQUE D'UNE CONDUITE SOUS-MARINE DE TRANSPORT DE FLUIDES SOUS PRESSION
  • 专利标题(英): EP3411669A1 - Method and device for monitoring the mechanical behaviour of a subsea pipe for transporting pressurised fluids
  • 申请号: EP17706554.7
    申请日: 2017-01-20
  • 公开(公告)号: EP3411669A1
    公开(公告)日: 2018-12-12
  • 发明人: PIONETTI, François-RégisAGOUMI, JalilSUNDERMANN, AxelPARIS, Jean-BaptisteLAMOUR, Vincent
  • 申请人: Saipem SACementys
  • 申请人地址: 1/7, avenue San Fernando 78180 Montigny-le-Bretonneux FR
  • 专利权人: Saipem SA,Cementys
  • 当前专利权人: Saipem SA,Cementys
  • 当前专利权人地址: 1/7, avenue San Fernando 78180 Montigny-le-Bretonneux FR
  • 代理机构: Cabinet Beau de Loménie
  • 优先权: FR1650829 20160202
  • 国际公布: WO2017134361 20170810
  • 主分类号: G01D5/353
  • IPC分类号: G01D5/353
PROCÉDÉ ET DISPOSITIF DE SURVEILLANCE DU COMPORTEMENT MÉCANIQUE D'UNE CONDUITE SOUS-MARINE DE TRANSPORT DE FLUIDES SOUS PRESSION
摘要:
The invention relates to a method for monitoring the mechanical behaviour of an subsea pipe (2) carrying pressurised fluids and produced by assembling unitary pipe elements (4), the method comprising a mechanical calibration step that consists in using a measuring cable provided with an optical fibre sensor to measure the deformations in each unitary pipe element when subjected, while ashore, to different mechanical stresses of predetermined directions and intensities, and, on the basis of these measurements, establishing the mechanical signature of each unitary pipe element; and a monitoring step consisting in using a measuring cable (18) provided with a fibre optic sensor using Brillouin backscattering and positioned in the shape of a helix with a constant pitch (p) on each unitary pipe element, the direction of the pitch of the helix alternating in two adjacent unitary pipe elements, to recover the variations of the optical signal injected in the sensors when the pipe is in service, and, from the variations of the signal and the mechanical signature of each unitary pipe element, determining the stresses that each unitary pipe element is subjected to.
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