CN203518963U - Device for monitoring bending deformation states of seabed pipeline - Google Patents

Device for monitoring bending deformation states of seabed pipeline Download PDF

Info

Publication number
CN203518963U
CN203518963U CN201320567698.6U CN201320567698U CN203518963U CN 203518963 U CN203518963 U CN 203518963U CN 201320567698 U CN201320567698 U CN 201320567698U CN 203518963 U CN203518963 U CN 203518963U
Authority
CN
China
Prior art keywords
pipeline
beam sonar
data processor
signal receiving
acoustical signal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201320567698.6U
Other languages
Chinese (zh)
Inventor
李春
刘振纹
赵开龙
祁磊
徐爽
曹文冉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China National Petroleum Corp
CNPC Offshore Engineering Co Ltd
CNPC Engineering Technology Research Institute Co Ltd
Original Assignee
China National Petroleum Corp
CNPC Offshore Engineering Co Ltd
CNPC Engineering Technology Research Institute Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China National Petroleum Corp, CNPC Offshore Engineering Co Ltd, CNPC Engineering Technology Research Institute Co Ltd filed Critical China National Petroleum Corp
Priority to CN201320567698.6U priority Critical patent/CN203518963U/en
Application granted granted Critical
Publication of CN203518963U publication Critical patent/CN203518963U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The utility model discloses a device for monitoring bending deformation states of a seabed pipeline, and belongs to the measuring technology field. A data processor and a multi-beam sonar controller are positioned in a cabin of a surveying vessel, the multi-beam sonar controller is connected with a multi-beam sonar transmitting transducer and an acoustical signal receiving transducer through cables, and the multi-beam sonar transmitting transducer and the acoustical signal receiving transducer are fixed on a ship side at one side of the surveying vessel through a multi-beam system fixed mounting auxiliary device and placed under the sea level; the data processor is connected with the multi-beam sonar transmitting transducer, the acoustical signal receiving transducer, a multi-beam system GPS positioning device, a surveying vessel attitude sensor, a tide level rectifying sensor and a water depth measuring device through cables; and a stinger GPS positioning device is wirelessly connected with the data processor. Deformation states during a pipeline laying process can be monitored by the device in real time, and stress-strain parameters of the pipeline can be obtained through analysis so as to provide a reference for pipeline construction operation.

Description

A kind of submarine pipeline flexural deformation state monitoring apparatus
Technical field
The utility model relates to a kind of submarine pipeline flexural deformation state monitoring apparatus, belongs to field of measuring technique.
Background technology
The offshore oil and gas pipeline laying construction normal S type laying-out tube process that adopts in shallow sea is to lay at present the method that submarine pipeline is the most conventional.This laying-out tube process has generally been worked in coordination with laying work by pipelaying barge and many liftings tugboat that casts anchor.The stinger that device for cleaning pipeline is crossed on pipelaying barge enters in seawater until on sea bed, natural torsion becomes S type curve, conventionally be divided into Gong Wan district and sagbend region, pipeline is controlled by the tensile force size of stretcher in the curvature of sagbend region, and the Pipeline Curvature in Gong Wan district and bending stress are controlled by suitable slideway and suitable stinger curvature conventionally.
Along with the increase of the pipe laying depth of water, Gong Wan district corner increases, and sagbend region pipeline unstability risk increases, and the length that most employing lengthens stinger at present meets the corner requirement in Gong Wan district, by the axial tension method that increases stretcher, avoids sagbend region pipeline unstability.
The deformation state parameter that the distortion of S type laying-out tube process pipeline mainly draws pipeline by design and construction computational analysis in process of deployment is at present for laying work reference, the means of also the flexural deformation form of pipeline not being monitored.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of submarine pipeline flexural deformation state monitoring apparatus, pipelaying barge S type pipe laying process pipe deforming form is monitored, obtain the deformation state image of pipeline, by analysis, draw the parameters such as pipe stress strain, bending radius, for pipe laying process provides foundation.
A submarine pipeline flexural deformation state monitoring apparatus, data processor and multi-beam sonar controller are positioned at the cabin of surveying vessel, and multi-beam sonar controller is connected with acoustical signal receiving transducer with multi-beam sonar transmitting transducer by cable; Multi-beam sonar transmitting transducer and acoustical signal receiving transducer fixedly mount on the ship side that servicing unit is fixed on surveying vessel one side by multiple-beam system, and are placed in below sea; Data processor is connected with multi-beam sonar transmitting transducer, acoustical signal receiving transducer, multiple-beam system GPS positioning equipment, surveying vessel attitude sensor, tidal level rectification sensor, bathymetric survey device by cable; Stinger GPS positioning equipment is connected with data processor by wireless mode.
The utility model beneficial effect compared with prior art:
1. the deformation state of the process of monitoring pipeline laying in real time, draws pipe stress strain parameter by analysis, for pipeline construction operation reference;
2. ensure pipelaying barge S type laying work construction safety, prevent that the distortion of pipeline laying process is excessive and flexing unstability occurs;
3. guarantee pipe laying construction operation quality, for pipeline state-detection in place provides foundation.
Accompanying drawing explanation
When considered in conjunction with the accompanying drawings, by the detailed description with reference to below, can more completely understand better the utility model and easily learn wherein many advantages of following, but accompanying drawing described herein is used to provide further understanding of the present utility model, form a part of the present utility model, schematic description and description of the present utility model is used for explaining the utility model, do not form improper restriction of the present utility model, as schemed wherein:
Fig. 1 is structural drawing of the present utility model.
Fig. 2 is structure connection diagram of the present utility model.
Fig. 3 is undersea pipe-laying process monitoring schematic diagram.
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Embodiment
Obviously, the many modifications and variations that those skilled in the art do based on aim of the present utility model belong to protection domain of the present utility model.
Embodiment 1: as shown in Figure 1, Figure 2, Figure 3 shows, a kind of submarine pipeline flexural deformation state monitoring apparatus, data processor 4 and multi-beam sonar controller 1 are positioned at the cabin of surveying vessel 11, and multi-beam sonar controller 1 is connected with acoustical signal receiving transducer 3 with multi-beam sonar transmitting transducer 2 by cable; Multi-beam sonar transmitting transducer 2 and acoustical signal receiving transducer 3 fixedly mount on the ship side that servicing unit 10 is fixed on surveying vessel 11 1 sides by multiple-beam system, and are placed in below sea; Data processor 4 is connected with multi-beam sonar transmitting transducer 2, acoustical signal receiving transducer 3, multiple-beam system GPS positioning equipment 6, surveying vessel attitude sensor 7, tidal level rectification sensor 8, bathymetric survey device 9 by cable; Stinger GPS positioning equipment 5 is connected with data processor 4 by wireless mode.
Stinger GPS positioning equipment 5 connects pipelaying barge 13.
Sea-bottom oil-gas pipeline laid processes pipeline form monitoring system monitoring method based on multi-beam: surveying vessel is consistent with pipelaying barge tubing direction, is positioned at the sound wave that the multiple-beam system transmitting receiving transducer of surveying vessel topside transmits and receives vertical with pipe deforming plane of living in.
Multi-beam sonar controller 1 is controlled multi-beam sonar transmitting transducer 2 by predetermined frequency acoustic signals 14, and the S type submarine pipeline 15 that acoustic signals 14 runs into process of deployment reflects, and reflective sound wave signal is received by acoustical signal receiving transducer 3; The acoustic signals receiving is sent to data processor 4 by cable after receiving transducer 3 converts electric signal to, the stinger position coordinates of measuring in conjunction with stinger GPS positioning equipment 5, the multiple-beam system position coordinates that multiple-beam system GPS positioning equipment 6 measures, the surveying vessel attitude that surveying vessel attitude sensor 7 measures, the damp bitplane data that tidal level is corrected sensor 8 measurements, the bathymetric data that bathymetric survey device 9 is measured are comprehensively analyzed, draw pipe deforming aspect graph, by analysis, draw pipe deforming data.
As mentioned above, embodiment of the present utility model is explained, but as long as not departing from fact inventive point of the present utility model and effect can have a lot of distortion, this will be readily apparent to persons skilled in the art.Therefore, within such variation is also all included in protection domain of the present utility model.

Claims (1)

1. a submarine pipeline flexural deformation state monitoring apparatus, it is characterized in that data processor and multi-beam sonar controller are positioned at the cabin of surveying vessel, multi-beam sonar controller is connected with acoustical signal receiving transducer with multi-beam sonar transmitting transducer by cable; Multi-beam sonar transmitting transducer and acoustical signal receiving transducer fixedly mount on the ship side that servicing unit is fixed on surveying vessel one side by multiple-beam system, and are placed in below sea; Data processor is connected with multi-beam sonar transmitting transducer, acoustical signal receiving transducer, multiple-beam system GPS positioning equipment, surveying vessel attitude sensor, tidal level rectification sensor, bathymetric survey device by cable; Stinger GPS positioning equipment is connected with data processor by wireless mode.
CN201320567698.6U 2013-09-13 2013-09-13 Device for monitoring bending deformation states of seabed pipeline Expired - Fee Related CN203518963U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320567698.6U CN203518963U (en) 2013-09-13 2013-09-13 Device for monitoring bending deformation states of seabed pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320567698.6U CN203518963U (en) 2013-09-13 2013-09-13 Device for monitoring bending deformation states of seabed pipeline

Publications (1)

Publication Number Publication Date
CN203518963U true CN203518963U (en) 2014-04-02

Family

ID=50377883

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320567698.6U Expired - Fee Related CN203518963U (en) 2013-09-13 2013-09-13 Device for monitoring bending deformation states of seabed pipeline

Country Status (1)

Country Link
CN (1) CN203518963U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104457637A (en) * 2013-09-13 2015-03-25 中国石油天然气集团公司 Seabed pipeline bending deformation state monitoring system and method
CN104455728A (en) * 2014-11-25 2015-03-25 天津大学 Method for controlling lateral displacement of submarine pipeline

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104457637A (en) * 2013-09-13 2015-03-25 中国石油天然气集团公司 Seabed pipeline bending deformation state monitoring system and method
CN104455728A (en) * 2014-11-25 2015-03-25 天津大学 Method for controlling lateral displacement of submarine pipeline
CN104455728B (en) * 2014-11-25 2016-06-29 天津大学 A kind of submarine pipeline lateral displacement control method

Similar Documents

Publication Publication Date Title
CN104457637A (en) Seabed pipeline bending deformation state monitoring system and method
CN201292834Y (en) Riser monitoring system based on underwater sound
CN203097850U (en) Emergency release device of deep water drilling riser
US20070193363A1 (en) Stress and/or tension monitoring systems and methods
CN105318964A (en) Submarine pipeline suspended span vortex-induced vibration active monitoring system and method thereof
CN103527851A (en) Pre-laying process of submarine pipeline start laying system
CN106093923B (en) A kind of online displacement monitoring evaluation method of submarine pipeline based on hydrophone
CN203518963U (en) Device for monitoring bending deformation states of seabed pipeline
CN105629307A (en) Subsea pipeline detection and measurement acoustic system and method
WO2018215981A3 (en) Method and system for laying a submarine pipeline
CN115598217A (en) Device and method for in-situ measurement of low-frequency acoustic characteristics of seabed sediment layer
CN208835617U (en) Burying undersea cables monitoring system
CN107835785A (en) Pylon alignment system
CN203858162U (en) Full-size steel pipe four-point bending test device with external axial load
CN210258754U (en) Attitude control device for base type submerged buoy recovery
JP6389450B2 (en) Submarine cable position search method and submarine pipe position search method
CN208399704U (en) A kind of hydrophone is in the quick connection of Kev drawstring and anticollision device, collision-prevention device
RU2017129710A (en) DIRECT PIPING JOIN USING ADDITIONAL CURVING
KR101635407B1 (en) Apparatus for controlling tension of pipe member
US9228912B2 (en) System for real-time deflector monitoring and related methods
JP4830269B2 (en) Mooring sensor positioning method and apparatus
JP3780460B2 (en) Settlement measuring method and settling meter
CN108920745A (en) The verification method of ship three dimensional sound elastic model in typical shallow sea Underwater Acoustic Environment
CN104455728A (en) Method for controlling lateral displacement of submarine pipeline
KR20160000710U (en) Subsea pipeline installation spool distance measuring device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140402

Termination date: 20210913