CN105651310B - A kind of novel surveying instrument tilts amount correction method - Google Patents

A kind of novel surveying instrument tilts amount correction method Download PDF

Info

Publication number
CN105651310B
CN105651310B CN201610027115.9A CN201610027115A CN105651310B CN 105651310 B CN105651310 B CN 105651310B CN 201610027115 A CN201610027115 A CN 201610027115A CN 105651310 B CN105651310 B CN 105651310B
Authority
CN
China
Prior art keywords
surveying instrument
angle
tilts
correction method
amount correction
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.)
Active
Application number
CN201610027115.9A
Other languages
Chinese (zh)
Other versions
CN105651310A (en
Inventor
杭义军
邢丽
贾文峰
吕印新
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.)
Jiyi Robot (shanghai) Co Ltd
Original Assignee
Jiyi Robot (shanghai) 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 Jiyi Robot (shanghai) Co Ltd filed Critical Jiyi Robot (shanghai) Co Ltd
Priority to CN201610027115.9A priority Critical patent/CN105651310B/en
Publication of CN105651310A publication Critical patent/CN105651310A/en
Application granted granted Critical
Publication of CN105651310B publication Critical patent/CN105651310B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C25/00Manufacturing, calibrating, cleaning, or repairing instruments or devices referred to in the other groups of this subclass

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

The present invention relates to surveying instrument fields more particularly to a kind of novel surveying instrument to tilt amount correction method.A kind of surveying instrument that the present invention discloses design tilts amount correction method, first surveying instrument itself is tilted several times, the correction position coordinate drawn after tilting every time is anticipated by its internal MEMS sensor, angle of inclination when then by each tilt, the course increment and correction position coordinate that gyroscope is drawn combine, internal calculation draws the entire revised accurate position coordinates of surveying instrument tilt quantity, the influence of GEOMAGNETIC CHANGE and magnetic interference to surveying instrument slope correction precision can so be solved, improve the slope correction precision of surveying instrument, service efficiency and practical precision.

Description

A kind of novel surveying instrument tilts amount correction method
Technical field
The present invention relates to surveying instrument fields more particularly to a kind of novel surveying instrument to tilt amount correction method.
Background technology
Measurement needs adjusting measuring rod vertical to traditional surveying instrument every time, and measurement is time-consuming big, and measurement efficiency is low, and general gas It is related to the careful degree and technology of staff to steep the precision of zeroing, and when surveyor's long-time high intensity measures, due to It is easy to appear leveling to be not allowed with fatigue for the repetitive operation of surveyor so that measurement accuracy degradation is applied so as to influence engineering The precision of work causes the serious waste of manpower and material resources.
Therefore, with the development and application of MEMS inclination angles measurement technology, domestic major surveying instrument company was numerous and confused in recent years The surveying instrument product with inclination measurement compensation is proposed, so as to which mapping worker be freed from the Levelling operation repeated, It is mainly characterized by still being capable of providing in the case that leveling is not required when surveying instrument is used to measure by permission surveyor and be equivalent to Measurement accuracy is got ready after accurate leveling, while mapping efficiency and mapping precision is effectively improved, improves surveying and mapping data Uniformity reduces various uncontrollable errors that artificial leveling introduces.
The main reason is that:One inexpensive inclination angle measurement module inside surveying instrument is installed, mould is measured by inclination angle The inclination angle and course angle that block measures in real time, the longitude and latitude obtained with reference to surveying instrument after inclination is high, is repaiied using accurate algorithm compensation Positive method, measurement error caused by correction tilts, acquisition accurately get longitude and latitude high measurement parameter ready.But the Correction of Errors algorithm Precision is directly related with the measurement accuracy of course angle, and due to inexpensive inclination angle measurement module, generally obtained using geomagnetic sensor Course information is taken, and the measuring principle of earth magnetism sensing depends on faint geomagnetic field information, so the precision of the course angle Coil, ferromagnetic material and the distribution of the mining site on surveying instrument periphery being easy to inside by surveying instrument.Steel building, the shadow of equipment It rings so that general service precision is less desirable.
So continuing a kind of more accurate novel surveying instrument tilts amount correction method.
The content of the invention
In view of the above problems, the present invention provides a kind of surveying instrument and tilts amount correction method.
A kind of surveying instrument tilts amount correction method, which is characterized in that including:
Surveying instrument is tilted several times, records the surveying instrument inclined position coordinates and inclining with respect to the horizontal plane every time Rake angle;
The surveying instrument is obtained per the course angle increment in inclined twice conversion process using gyroscope integration;
The surveying instrument tilt quantity is modified with reference to the course increment, the position coordinates and the angle of inclination And draw revised position coordinates.
Above-mentioned surveying instrument tilts amount correction method, which is characterized in that the method further includes:
Surveying instrument inclined position coordinates every time is obtained by tilt measurement module.
Above-mentioned surveying instrument tilts amount correction method, which is characterized in that the method further includes:
The angle of inclination of the surveying instrument every time with respect to the horizontal plane is obtained using the tilt measurement module, and utilizes institute It states tilt module and obtains the surveying instrument per the course angle increment in inclined twice conversion process.
Above-mentioned surveying instrument tilts amount correction method, which is characterized in that the method further includes:
During position coordinates, the course angle increment and horizontal tilt angle after the surveying instrument is tilted every time are transmitted to Revised position coordinates is calculated in central processor;
Revised position coordinates is transmitted to the surveying instrument.
Above-mentioned surveying instrument tilts amount correction method, which is characterized in that the surveying instrument at least tilts twice.
Above-mentioned surveying instrument tilts amount correction method, which is characterized in that the angle of inclination includes roll angle and pitching Angle.
In conclusion a kind of surveying instrument that the present invention discloses design tilts amount correction method, first surveying instrument itself is tilted Several times, the position coordinates after surveying instrument tilts every time is obtained by its internal tilt measurement module, then will tilted every time When angle of inclination, the course increment that draws of gyroscope and correction position coordinate combine, internal calculation draws entire mapping The revised accurate position coordinates of instrument tilt quantity can so solve GEOMAGNETIC CHANGE and magnetic interference to surveying instrument slope correction essence The influence of degree improves slope correction precision, service efficiency and the practical precision of surveying instrument.
Description of the drawings
With reference to appended attached drawing, more fully to describe the embodiment of the present invention.However, appended attached drawing be merely to illustrate and It illustrates, and is not meant to limit the scope of the invention.
Fig. 1 is the flow chart of the present invention.
Specific embodiment
The present invention is further illustrated with specific embodiment below in conjunction with the accompanying drawings, but not as the limit of the present invention It is fixed.
At present, an inclination angle measurement module can be installed inside surveying instrument, calculating is compensated to the inclination angle to surveying instrument, These inclination angle measurement modules can all be calibrated for the error of geomagnetic noise and Magnetic Sensor or Study on Error Compensation, but by In earth magnetism relative weak, and the features such as magnetic disturbance form is complicated, interference source is numerous, strong to environmental factor dependence, even causing first Into calibration algorithm add stringent calibration flow, it is also difficult to ensure that the measurement accuracy of magnetic heading can under all service conditions Enough meet the application demand of slope correction measurement, generally in the case of abundant calibration, magnetic heading angle precision also is difficult to reach one Spend precision.
Further, since the course used in backoff algorithm is true course rather than magnetic heading, therefore, it is necessary to the magnetic to measuring Course is modified, and the wherein acquisition of magnetic declination generally with geomagnetic declination pattern query or is passed through by local longitude and latitude usury Traditional four positions or 8 positions compass diviation compensation method obtain.
But accurate magnetic data storehouse is huge at present, update is difficult, therefore generally cures the geomagnetic declination model used all It is more rough, it can not reflect the slight change of discreet region variation, precision can only reach once left and right reluctantly, and with the time Passage, earth magnetic field also changing, and can not such as upgrade in time magnetic field data storehouse, and error can also become larger, therefore by working as The course precision that ground longitude and latitude usury is obtained with the method compensation ground magnetic heading of geomagnetic declination pattern query is generally in full heading measure In the range of can only achieve 2 degree or so, and be difficult to further improve.
But the exact position measurement characteristics that RTK (real time dynamic differential method, Real-time Kinematic) is utilized to receive Multiposition difference is carried out, accurate course reference is obtained, calculates the course deviation of multiple angles, higher true course can be obtained With reference to, general RTK precision in 2cm, horizontal base line can obtain the exact references in 0.5 degree of course in 1m or so, while can be with Calibrated distortion of field residual error is corrected, improves course angle in the precision of gamut and error uniformity, but it is calibrated using RTK Journey is complicated, and completion could be operated using or so half an hour by generally requiring those skilled in the art.
So designing a kind of more advanced surveying instrument based on RTK tilts amount compensation process, core concept of the invention is After surveying instrument is tilted several times in advance, the position before obtaining each horizontal tilt angle by tilt measurement module and correct is sat Mark and the course angle increment changed per inclined twice, then these data being combined, more accurate survey is calculated Paint instrument correction position coordinate.
As shown in Figure 1, be to tilt surveying instrument several times first, it is in the present invention, specific to tilt twice, then utilize Tilt measurement module obtains the location of surveying instrument coordinate and each inclined level inclination when tilting every time, so obtains One initial data.Then surveying instrument is obtained per inclined twice change procedure using the gyroscope integration inside tilt measurement module In course increment, be finally modified calculating with reference to these obtained data, draw the revised position coordinates of surveying instrument, this A revised coordinate is exactly accurate surveying instrument position coordinates.
Specifically, being to tilt a high-precision surveying instrument several times, in the present invention, which is tilted two It is secondary, high-precision location information can be measured by high-precision surveying instrument, it so can be as the high accuracy data before subsequent correction Information.Obtain inclined high precision position coordinate and angle of inclination with respect to the horizontal plane and profit simultaneously by tilt measurement module The surveying instrument is obtained per the course angle increment in inclined twice change procedure with the gyroscope integration inside tilt measurement module, knot Close course angle increment, surveying instrument that gyroscope integration obtains when inclined position coordinates and surveying instrument tilt every time every time compared with These data of the angle of inclination of horizontal plane carry out accurate corrected Calculation, draw revised position coordinates.
Specifically, exact position and inclined angle after tilt measurement module acquisition surveying instrument inclined twice, inclined Angle includes roll angle and pitch angle, and the course angle increment obtained during inclined twice, joint are then integrated using gyroscope It is high to calculate the longitude and latitude after tilt correction.
Current general surveying instrument position correction compensation method is the posture obtained based on tilt measurement module single measurement What the position coordinates of angle and acquisition compensated and corrected.First, if the position after surveying instrument tilts is [L, λ, H], after amendment Position is [L ', λ ', H '].Wherein L represents latitude, and λ represents longitude, and H represents height.Assuming that a length of l of barO, then correction position Shown in calculation formula such as formula (1).
Wherein R is earth radius,With the long l of barOBetween relation such as formula (2) shown in.
γ is the roll angle that obliquity sensor measurement obtains in formula, and θ is the pitch angle that obliquity sensor side measures,For The course angle that obliquity sensor measurement obtains.
According to above-mentioned rudimentary algorithm, tilt measurement module is in moment t1Location information [the L of acquisition11,H1] and moment t2 Location information [the L of acquisition22,H2] and formula (1) formula (3) and formula (4) can be obtained
(3)-(4) is made to obtain (5):
Wherein C3=(L2-L1) (R+H '), D3=(λ21)(R+H′)cosL′
Formula (6) and formula (7) can further be write out according to formula (2)
Wherein m=sin θ cos γ, n=sin γ.
(6) and (7) are substituted into (5) and obtain (8) and (9)
Wherein
It is obtained (10) after (8) are rearranged
Wherein
It is obtained (11) after (9) are rearranged
(10) and (11) simultaneous solution are obtained (12)
And if only if a1 2+a2 2≠0 (12)
From formula (12) if in it can be seen that a1 2+a2 2=0, it is necessary to meet a1=0 and a2=0.But work as a1=0 and a2=0 When, the C in formula (10) and (11)3=0 and D3=0, and when surveying instrument is not in situ tilt variation position, C3And D3It is permanent Not equal to 0.So when surveying instrument tilt variation position, formula (12) is permanent sets up.
Formula (12) is substituted into (7) and obtains (13):
(13) are substituted into formula (4) can obtain current time t2Revised location information.
Based on above-mentioned modified computing method, finally so that the obliquity correcting method is highly practical, explicit physical meaning, It is easy to operate, take small and do not increase additional hardware cost, the operation of measurement accuracy and user is horizontal and operating habit without It closes, can ensure accurately to correct precision in the case of various.
In conclusion a kind of novel surveying instrument that the present invention discloses design tilts amount correction method, first by surveying instrument itself It tilts several times, the position coordinates after tilting every time is obtained by tilt measurement module, then by inclination angle when tilting every time The course increment and position coordinates that degree, gyroscope integration are drawn combine, and internal calculation show that entire surveying instrument tilt quantity is repaiied Accurate position coordinates after just can so solve the shadow that GEOMAGNETIC CHANGE and magnetic interference correct surveying instrument tilt quantity precision It rings, improves tilt correction precision, service efficiency and the practical precision of surveying instrument.
By explanation and attached drawing, the exemplary embodiments of the specific structure of specific embodiment are given, it is smart based on the present invention God can also make other conversions.Although foregoing invention proposes existing preferred embodiment, however, these contents are not intended as Limitation.
For a person skilled in the art, after reading above description, various changes and modifications undoubtedly will be evident. Therefore, appended claims should regard whole variations and modifications of the true intention and scope that cover the present invention as.It is weighing The scope and content of any and all equivalence, are all considered as still belonging to the intent and scope of the invention in the range of sharp claim.

Claims (6)

1. a kind of surveying instrument tilts amount correction method, which is characterized in that including:
Surveying instrument is tilted several times, records the surveying instrument inclined position coordinates and inclination angle with respect to the horizontal plane every time Degree;
The surveying instrument is obtained per the course angle increment in inclined twice conversion process using gyroscope integration;
The surveying instrument tilt quantity is modified simultaneously with reference to the course angle increment, the position coordinates and the angle of inclination Draw revised position coordinates.
2. surveying instrument according to claim 1 tilts amount correction method, which is characterized in that the method further includes:
The position coordinates of inclined surveying instrument every time is obtained by tilt measurement module.
3. surveying instrument according to claim 2 tilts amount correction method, which is characterized in that the method further includes:
The angle of inclination of the surveying instrument every time with respect to the horizontal plane is obtained using the tilt measurement module.
4. surveying instrument according to claim 3 tilts amount correction method, which is characterized in that the method further includes:
Position coordinates, the course angle increment and angle of inclination after the surveying instrument is tilted every time are transmitted to central processing unit Revised position coordinates is calculated;
Revised position coordinates is transmitted to the surveying instrument.
5. surveying instrument according to claim 1 tilts amount correction method, which is characterized in that the surveying instrument at least tilts two It is secondary.
6. surveying instrument according to claim 1 tilts amount correction method, which is characterized in that the angle of inclination includes roll Angle and pitch angle.
CN201610027115.9A 2016-01-15 2016-01-15 A kind of novel surveying instrument tilts amount correction method Active CN105651310B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610027115.9A CN105651310B (en) 2016-01-15 2016-01-15 A kind of novel surveying instrument tilts amount correction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610027115.9A CN105651310B (en) 2016-01-15 2016-01-15 A kind of novel surveying instrument tilts amount correction method

Publications (2)

Publication Number Publication Date
CN105651310A CN105651310A (en) 2016-06-08
CN105651310B true CN105651310B (en) 2018-05-22

Family

ID=56487518

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610027115.9A Active CN105651310B (en) 2016-01-15 2016-01-15 A kind of novel surveying instrument tilts amount correction method

Country Status (1)

Country Link
CN (1) CN105651310B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107102315B (en) * 2017-04-24 2019-11-12 重庆钢铁(集团)有限责任公司 A kind of laser range finder calibration method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1894557A (en) * 2003-12-16 2007-01-10 特里伯耶拿有限公司 Calibration of a surveying instrument
CN101078627A (en) * 2007-06-28 2007-11-28 北京航空航天大学 On-line calibration method for shield machine automatic guiding system based on optical fiber gyro and PSD laser target
CN103292801A (en) * 2013-05-28 2013-09-11 中国船舶重工集团公司第七0七研究所 Optical fiber gyroscope theodolite and north-seeking method thereof
CN105115478A (en) * 2015-08-31 2015-12-02 中国人民解放军国防科学技术大学 Method for measuring and correcting waggle of power-driven theodolite base platform

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1894557A (en) * 2003-12-16 2007-01-10 特里伯耶拿有限公司 Calibration of a surveying instrument
CN101078627A (en) * 2007-06-28 2007-11-28 北京航空航天大学 On-line calibration method for shield machine automatic guiding system based on optical fiber gyro and PSD laser target
CN103292801A (en) * 2013-05-28 2013-09-11 中国船舶重工集团公司第七0七研究所 Optical fiber gyroscope theodolite and north-seeking method thereof
CN105115478A (en) * 2015-08-31 2015-12-02 中国人民解放军国防科学技术大学 Method for measuring and correcting waggle of power-driven theodolite base platform

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
光纤陀螺寻北仪航向效应误差分析和补偿;张馨等;《弹箭与制导学报》;20101031;第30卷(第5期);54-58 *
带倾斜修正的电子磁罗盘倾角测量误差补偿算法;于靖等;《中国惯性技术学报》;20131231;第21卷(第6期);721-725 *
高精度倾斜仪现场校准微倾斜发生装置的设计;邹舟等;《大地测量与地球动力学》;20140831;第34卷(第4期);172-174 *

Also Published As

Publication number Publication date
CN105651310A (en) 2016-06-08

Similar Documents

Publication Publication Date Title
CN106595583B (en) RTK measurement receiver inclination measurement method
CN106500674B (en) A kind of mapping method based on municipal works
CN102607506B (en) Free stationing transformation monitoring method of high-fill airport side slope unit set total station
CN109407159B (en) Geomagnetic full-factor sensor attitude error correction method
CN104330073B (en) A kind of measuring method of stack leaning degree
CN101750619A (en) Method for directly positioning ground target by self-checking POS
Xu Application of GPS-RTK technology in the land change survey
CN110081909A (en) Vehicle-mounted mobile measuring system calibration method based on global location control point coordinates
CN106556383B (en) A kind of method of RTK slope compensation measurement accuracy verifying
CN101957193B (en) Optimization method for sea island reef height transmission
CN111678536B (en) Calibration method for calibrating magnetic declination of ground observation whistle and angle measurement system error of observation and aiming equipment
CN106988726A (en) High-precision well track monitoring method
CN103207419A (en) Three-dimensional measurement method for tunnel rock formation attitude
CN112833917A (en) Three-axis magnetic sensor calibration method based on magnetic course angle and least square method
CN108226982A (en) Single line battle array laser satellite combines high accuracy positioning processing method
CN102207380A (en) High-precision horizontal axis tilt error compensation method
CN106772635B (en) A kind of buried cable 3 D locating device and localization method to be crossed based on scanning
CN101266153B (en) Mapping engineering top total station accuracy assessment method
CN105651310B (en) A kind of novel surveying instrument tilts amount correction method
CN102155956B (en) High-precision method for compensating horizontal axis tilt error of vertical angle
CN102121825A (en) Method for measuring river-crossing levelling altitude difference by using GPS (global positioning system)
CN104330077A (en) Combined measuring method based on two-point center-alignment model
CN106092041A (en) A kind of high method and device of survey based on mobile terminal
CN105953790A (en) Aligning method of rod bottom position of surveying instrument
CN105890560A (en) Novel surveying and mapping instrument rod bottom position successive iteration fitting estimation method

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