CN105625287B - Fixed offshore platform position and orientation repetition measurement method - Google Patents

Fixed offshore platform position and orientation repetition measurement method Download PDF

Info

Publication number
CN105625287B
CN105625287B CN201511035485.9A CN201511035485A CN105625287B CN 105625287 B CN105625287 B CN 105625287B CN 201511035485 A CN201511035485 A CN 201511035485A CN 105625287 B CN105625287 B CN 105625287B
Authority
CN
China
Prior art keywords
measurement
orientation
fixed platform
fixed
data
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
CN201511035485.9A
Other languages
Chinese (zh)
Other versions
CN105625287A (en
Inventor
邹铁军
杜军波
张国利
解晶
李纯标
邢旺
王志鑫
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.)
PLA 92941 ARMY
Original Assignee
PLA 92941 ARMY
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 PLA 92941 ARMY filed Critical PLA 92941 ARMY
Priority to CN201511035485.9A priority Critical patent/CN105625287B/en
Publication of CN105625287A publication Critical patent/CN105625287A/en
Application granted granted Critical
Publication of CN105625287B publication Critical patent/CN105625287B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor

Abstract

The invention discloses a kind of fixed offshore platform position, orientation repetition measurement method, this method step to be:By choosing WADGPS aerial position, the pilot measurement of lubber line, power supply wiring, the installation of equipment, position and azimuthal measurement and the processing of measurement data, position and the orientation repetition measurement of fixed offshore platform are realized.This method application process is simple, and weight of equipment is light, small volume, easy to carry, and equipment installation is simple, avoids the repeatability docking caused by error, shortens the duration, improves operating efficiency, saved cost.System accuracy is high, and positional precision can be achieved:0.15m, course precision:0.05 °, there is intuitive, security, reliability, real-time etc. advantage.

Description

Fixed offshore platform position and orientation repetition measurement method
First, technical field
The present invention relates to a kind of fixed offshore platform in installation process to the measuring method of its position, orientation, tool Say it is a kind of fixed offshore platform position and orientation repetition measurement method body.
2nd, background technology
Offshore oil equips industry under the drive of marine oil and gas industry sustained and rapid development at present, is in high speed development The new period.Marine oil and gas engineer equipment industry is to be directly connected to Marine oil and gas resource exploitation, influence national energy it is stable and The strategic industry of economic security.Marine oil and gas engineer equipment has been the new growing point of shipbuilding industry profit, and turns into main ocean state The target that family disaccords.
Drilling platforms and fixed offshore platform butt junction location are a very important parts in marine oil and gas engineering, docking Success or not is related to the manufacturing schedule and benefit of Marine oil and gas resource exploitation.Drilling platforms and fixed offshore platform butt junction location Required precision is high, construction is extremely complex, during butt junction location, there is provided the fixed offshore platform position to positioning engineering staff Put, larger deviation often occurs in orientation, position maximum deviation can reach tens meters, and azimuth deviation most conference reaches 3 °, this The precision and success rate of butt junction location are just had a strong impact on, if there is failure or the well head for causing butt junction location because error is excessive Covering is incomplete, it is necessary to carry out secondary butt junction location, or even can because stake cave caused by place for the first time and repeatedly Position failure, this will greatly wasting manpower and material resources, influence project progress and benefit.
Therefore, during drilling platforms and fixed offshore platform butt junction location, position, orientation to fixed offshore platform Repetition measurement is carried out just to be particularly important.Understood by investigating, fixed offshore platform is in installation process to the biography of its position, orientation Measuring method of uniting is fairly simple, and general principle is to be arranged on fixed platform center using differential GPS antenna, and gyro compass is arranged on solid On fixed platform parallel track line, measured for a long time, obtain position, Position result.This method has the following disadvantages:When Precision is low, due to equipment error, alignment error and fixed offshore platform in hoisting process caused error, last measurement knot Fruit often has relatively large deviation;Second, the cycle is grown, with danger, from crane from aerial toward piling in the sea when fixed platform is installed Installed, installation site needs constantly calibration, and personnel and equipment are located on hanging platform for a long time, have certain safety Hidden danger.
3rd, the content of the invention
To solve the deficiencies in the prior art, it is an object of the invention to provide a kind of fixed offshore platform position and orientation repetition measurement Method, this method can realize the high-acruracy survey to fixed offshore platform position, orientation.
Realizing the technical scheme that the purpose of the present invention uses is:The fixed offshore platform position and the tool of orientation repetition measurement method Body step is:
1) when, carrying out operation, staff arrives fixed platform first, and the installation for equipment is chosen suitable region and carried out Power supply wiring.
2) equipment installation, is carried out;WADGPS antenna is installed on fixed platform well head center;Laser gyro inertia is led Boat system is installed on fixed platform lubber line or pilot measurement line;Gyro compass is installed on fixed platform lubber line or pilot measurement On line;Total powerstation is installed on fixed platform track lubber line;Receiver and data record apparatus are the same as laser gyro inertia Navigation system and gyro compass are installed together.
3) after, all devices install, device power-up, set corresponding data sampling frequency, WADGPS, After Laser-gym Inertial Navigation System and gyro compass stable working state, continuous several times survey is carried out to fixed platform position and orientation Measure 1-2 hour;Using the position at WADGPS measurement fixed platform well head center, laser gyro inertial navigation system is utilized System, gyro compass, the orientation of total powerstation combined system measurement drilling platforms, and these information are sent into data record apparatus.
4) after, data record apparatus synchronizes collection and storage to measurement data by software, coordinate is carried out to data Conversion and pretreatment, filter out due to influence caused by various random noises, suspicious data is rejected, commented according to positional precision Determine method and bearing accuracy assessment method is handled measurement data, be fixed the accurate position of platform and orientation, realize Fixed offshore platform position, the high-acruracy survey in orientation.
Described WADGPS utilizes satellite-based differential technique, the difference correction amount sent by aeronautical satellite, to sea Fixed platform well head center measures;Laser-gym Inertial Navigation System is used to measure fixed platform azimuth information.Electricity Compass is used to measure fixed platform azimuth information;Total powerstation is used for fixed platform track lubber line pilot measurement, and different high Spend track lubber line pilot measurement, auxiliary gyro compass, the orientation of Laser-gym Inertial Navigation System measurement fixed platform;Data are recorded Taking equipment is used for the real-time collection and storage of measurement data, and carries out precision analysis to measurement data.
The beneficial effects of the invention are as follows:The fixed offshore platform position can comprehensively, accurately be surveyed with orientation repetition measurement method The position and orientation of fixed platform are measured, at sea can reach various performance indications during real time job and error can Control occurs, when signal interruption in effective range, and in accident, due to the High redundancy of system itself so that Either being under various fortuitous events can ensure that system is accurately carried out, and system reliability is high.This method equipment Install and use simple possible.Location equipment is in light weight, small volume, easy to carry, have measurement accuracy is high, cost is low, intuitive, Security, reliability and real time characteristic.
4th, embodiment
The equipment that fixed offshore platform position of the present invention is applied with orientation repetition measurement method is mainly by WADGPS, laser Gyroscopic inertia navigation system, gyro compass, total powerstation close the composition such as data processing equipment.Its operation principle is mainly poor using satellite-based Divide the equipment such as GPS, total powerstation, gyro compass, laser gyro inertial navigation, using integrated navigation technology, WADGPS technology, laser The technologies such as ranging angle measurement technique, lever arm e measurement technology and Data Post, realize the high accuracy in fixed offshore platform position, orientation Measurement.
1st, the selection of WADGPS aerial position:In general, WADGPS aerial position should be chosen In fixed platform well head center, but due on platform actual conditions it is more complicated, it may appear that situations below can not be by antenna It is directly mounted at well head center:First, well head center is in overhead positions, locating personnel can not measure and install;Two It is that well head center is not in top layer deck, top is blocked completely by upper deck.It is fixed just to be needed under both of these case Position personnel calculate the relative position of gps antenna and well head center using the accurate meter of lever arm principle, to meet fixed platform position Put measurement demand.
2nd, the pilot measurement of lubber line:Lubber line in fixed platform typically on the basis of the track on platform, but Orbital position on platform is all located on middle deck substantially, and is nearby not easy to equipment installation without open area, and this is just It needs to be determined that pilot measurement is carried out to it after the lubber line of track.First, the horizontal pilot measurement of track azimuth reference, first, uses whole station Instrument accurately measures lubber line along track, then the open ground using laser range finder by its pilot measurement to same layer deck Band;Second, after lubber line is gone out using a total station survey, because same layer deck is not suitable to opening for installation equipment Wealthy area, then just need to install another total powerstation on the upper (lower) layer deck for possessing opening, two total powerstations enter After row intervisibility, second total powerstation rotates identical angle, so as to by track lubber line pilot measurement to another layer of deck.
3rd, the mode of power supply wiring:Two ways typically is taken, when when fixed platform possesses condition of power supply, according to flat The safety requirements and platform structure of platform carry out rational wiring power supply;Second, when fixed platform does not possess condition of power supply, it is necessary to Towboat is cast anchor beside fixed platform, is powered, positioned for the location equipment on platform using the alternating current on towboat Personnel can reasonably be connected up according to the relative position of towboat and fixed platform.
4th, equipment is installed:WADGPS antenna is arranged on fixed platform well head center or passes through what is accurately measured Position, receiver are installed together with Laser-gym Inertial Navigation System and gyro compass;Laser-gym Inertial Navigation System and electricity Compass is arranged on platform track lubber line or pilot measurement datum line, while it is parallel with lubber line to adjust heading line;Entirely Instrument of standing is arranged on the datum mark of track lubber line and the opening of pilot measurement position;The same receiver of data record apparatus, swash Optical circulator inertial navigation system and gyro compass are installed together.
5th, after all devices install, device power-up, corresponding data sampling frequency is set, in WADGPS, swashed After optical circulator inertial navigation system and gyro compass stable working state, continuous several times measurement is carried out to fixed platform position and orientation 1-2 hour;Using the position at WADGPS measurement fixed platform well head center, using Laser-gym Inertial Navigation System, The orientation of gyro compass, total powerstation combined system measurement drilling platforms, and these information are sent into data record apparatus.
6th, after data record apparatus synchronizes collection and storage to measurement data by software, coordinate is carried out to data and turned Change and pre-process, filter out due to influence caused by various random noises, suspicious data is rejected, evaluated according to positional precision Method and bearing accuracy assessment method are handled measurement data, are fixed the accurate position of platform and orientation, realize sea Upper fixed platform position, the high-acruracy survey in orientation.
7th, the technical performance index and software function of this method application apparatus
(1) WADGPS
Positioning precision:0.15 meter
Rate accuracy:0.02 meter per second
Data updating rate:10Hz
(2) total powerstation
Angle measurement accuracy:1″
Range accuracy:(1+1ppm×D)mm
Stream time:More than 24 hours
(3) gyro compass
Course precision:Static 0.05 ° of sec φ of <, 0.2 ° of sec φ of dynamic <
(4) Laser-gym Inertial Navigation System
Course precision:0.02 ° of sec φ of <
Horizontal attitude precision:0.01 ° of <
The dynamic alignment time:15min
(5) laser range finder
Range accuracy:(1+1ppm×D)mm
(6) software function
1) resolving of WADGPS information;
2) pretreatment and the error correction of Laser-gym Inertial Navigation System, the resolving of gyro compass information and correlation;
3) information fusion of Laser-gym Inertial Navigation System, gyro compass, total powerstation;
4) presentation of information;
5) Data Post function.
8th, key technology and innovative point
(1) data acquisition is carried out in strict accordance with the standard of time synchronized, with reference to the performance of each several part equipment, sets phase The frequency answered, the synchronization of the data such as Laser-gym Inertial Navigation System, gyro compass is realized by software in data record apparatus Collection and storage, and data are pre-processed, filter out due to influence caused by various random noises.
(2) data collected for each equipment of system, data processing is carried out first into data record apparatus, and to swashing Optical circulator inertial navigation system, gyro compass and total station survey data make necessary amendment before participating in resolving.With reference to army of state Mark uses loose (Thompson) the singular value elimination method of Tom, whether contains singular value in inspection data, using 5 points of Lagranges Laser-gym Inertial Navigation System, gyro compass, total powerstation can be lost data and mended out by interpolation method.
(3) in operation process, due to equipment itself precision, installation site, deck deformation, lever arm effect and operation on the sea The reasons such as polygons, complexity and the uncertainty of environment, it have effectively achieved the analysis and compensation of error.
(4) uniformity of multi-data source and control errors are solved the problems, such as, realize the fusion of multisensor Federal Information, it is real Shi Xinggao, fault-tolerance are strong.
(5) because measuring apparatus is arranged on different positions, error will be brought in unified resolve, utilizes inertial navigation system The stem that system and gyro compass provide to and other equipment installation site, thoughts of returning home meter is carried out to the position of measuring apparatus sensor Calculate, can obtain relatively accurate result.

Claims (2)

1. a kind of fixed offshore platform position and orientation repetition measurement method, it is characterised in that:The specific method step of use is:
1) when, carrying out operation, staff arrives fixed platform first, and the installation for equipment is chosen suitable region and is powered Wiring;
2) equipment installation, is carried out;WADGPS antenna is installed on fixed platform well head center;Laser gyro inertial navigation system System is installed on fixed platform lubber line or pilot measurement line;Gyro compass is installed on fixed platform lubber line or pilot measurement line On;Total powerstation is installed on fixed platform track lubber line;Receiver and data record apparatus are led with laser gyro inertia Boat system and gyro compass are installed together;
3) after, all devices install, device power-up, corresponding data sampling frequency is set, in WADGPS, laser After gyroscopic inertia navigation system and gyro compass stable working state, continuous several times measurement 1- is carried out to fixed platform position and orientation 2 hours;Using the position at WADGPS measurement fixed platform well head center, Laser-gym Inertial Navigation System, electricity are utilized The orientation of compass, total powerstation combined system measurement drilling platforms, and these information are sent into data record apparatus;
4) after, data record apparatus synchronizes collection and storage to measurement data by software, Coordinate Conversion is carried out to data And pretreatment, filter out due to influence caused by various random noises, suspicious data is rejected, according to positional precision evaluation side Method and bearing accuracy assessment method are handled measurement data, are fixed the accurate position of platform and orientation, are realized marine Fixed platform position, the high-acruracy survey in orientation.
2. fixed offshore platform position as claimed in claim 1 and orientation repetition measurement method, it is characterised in that:Described satellite-based is poor GPS is divided to utilize satellite-based differential technique, the difference correction amount sent by aeronautical satellite, to fixed offshore platform well head center Measure;Laser-gym Inertial Navigation System is used to measure fixed platform azimuth information;Gyro compass is used to measure fixed platform Azimuth information;Total powerstation is used for fixed platform track lubber line pilot measurement, and different height track lubber line pilot measurement, Aid in gyro compass, the orientation of Laser-gym Inertial Navigation System measurement fixed platform;Data record apparatus is used for measurement data Collection in real time and storage, and precision analysis is carried out to measurement data.
CN201511035485.9A 2015-12-31 2015-12-31 Fixed offshore platform position and orientation repetition measurement method Expired - Fee Related CN105625287B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511035485.9A CN105625287B (en) 2015-12-31 2015-12-31 Fixed offshore platform position and orientation repetition measurement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511035485.9A CN105625287B (en) 2015-12-31 2015-12-31 Fixed offshore platform position and orientation repetition measurement method

Publications (2)

Publication Number Publication Date
CN105625287A CN105625287A (en) 2016-06-01
CN105625287B true CN105625287B (en) 2018-01-26

Family

ID=56040597

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511035485.9A Expired - Fee Related CN105625287B (en) 2015-12-31 2015-12-31 Fixed offshore platform position and orientation repetition measurement method

Country Status (1)

Country Link
CN (1) CN105625287B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110588877B (en) * 2019-09-30 2021-04-27 广州黄船海洋工程有限公司 Diving moon pool installation process

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060293853A1 (en) * 2005-06-23 2006-12-28 Raytheon Company Aided INS/GPS/SAR navigation with other platforms
CN102975816A (en) * 2012-12-17 2013-03-20 中国人民解放军92941部队 Docking and locating guide method of self-elevating drilling platform and fixed sea platform
CN103434610A (en) * 2013-09-03 2013-12-11 哈尔滨工程大学 Docking positioning guiding method for offshore oil drilling platform

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060293853A1 (en) * 2005-06-23 2006-12-28 Raytheon Company Aided INS/GPS/SAR navigation with other platforms
CN102975816A (en) * 2012-12-17 2013-03-20 中国人民解放军92941部队 Docking and locating guide method of self-elevating drilling platform and fixed sea platform
CN103434610A (en) * 2013-09-03 2013-12-11 哈尔滨工程大学 Docking positioning guiding method for offshore oil drilling platform

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"基于天文观测的经纬仪基准方位测量功能拓展";孙庆祥等;《海洋测绘》;20110816;第31卷(第2期);第65-67页第1-5节 *

Also Published As

Publication number Publication date
CN105625287A (en) 2016-06-01

Similar Documents

Publication Publication Date Title
US10323941B2 (en) Offshore positioning system and method
EP2993620B1 (en) Spatial positioning of offshore structures
CN102608625B (en) Real-time deformation monitoring pre-warning system and real-time deformation monitoring pre-warning method based on inertia-assistance positioning receiver
CN103434610B (en) A kind of offshore drilling platforms butt junction location bootstrap technique
Coyle et al. Geological Survey of Canada aeromagnetic surveys: Design, quality assurance, and data dissemination
CN103760584B (en) A kind of MONITOR AND CONTROL SYSTEM for the actual measurement of floating support mounting
CN104075696A (en) Coordinate measurement method
CN112378399B (en) Coal mine tunnel tunneling robot precise positioning and orientation method based on strapdown inertial navigation and digital total station
CN108844539A (en) A kind of pose detection system for wave Active Compensation system
CN105044747A (en) Time synchronization device and method based on multi-satellite common view and filtering
CN103760585B (en) Satellite and earth combination positioning method applicable to forest region
Tian et al. Design and application of a monitoring system for the floatover installation
CN106199664A (en) A kind of GPS RTK and the engineering ship localization method of radio compass composition
CN109781139A (en) Inertial reference system calibrates scaling method
US10794692B2 (en) Offshore positioning system and method
CN102975816B (en) Docking and locating guide method of self-elevating drilling platform and fixed sea platform
CN102518161A (en) Direct elevation control dredging method for dredge ship
CN105625287B (en) Fixed offshore platform position and orientation repetition measurement method
CN202928583U (en) Offshore drilling platform attitude monitor and location device
CN110631573A (en) Multi-information fusion method for inertia/mileometer/total station
Bogusz et al. GNSS-based multi-sensor system for structural monitoring applications
CN110196444A (en) Ship automatic positioning method and device based on marine radar
CN113155120B (en) Underwater pipeline position coordinate measuring method
Wang et al. A Field Monitoring System for Dynamic Positioning Floatover Installation
Lewitowicz et al. Selected aspects of implementing the requirements of WGS-84 standard in land navigation for precise determination of a railway vehicle route

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180126

Termination date: 20181231

CF01 Termination of patent right due to non-payment of annual fee