CN102426011A - Airplane digital leveling technology and method - Google Patents

Airplane digital leveling technology and method Download PDF

Info

Publication number
CN102426011A
CN102426011A CN2011102266538A CN201110226653A CN102426011A CN 102426011 A CN102426011 A CN 102426011A CN 2011102266538 A CN2011102266538 A CN 2011102266538A CN 201110226653 A CN201110226653 A CN 201110226653A CN 102426011 A CN102426011 A CN 102426011A
Authority
CN
China
Prior art keywords
aircraft
coordinate system
xyz
horizontal
horizontal coordinates
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.)
Pending
Application number
CN2011102266538A
Other languages
Chinese (zh)
Inventor
李丽娟
周娜
林雪竹
王劲松
安志勇
朱运东
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.)
Changchun University of Science and Technology
Original Assignee
Changchun University of Science and Technology
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 Changchun University of Science and Technology filed Critical Changchun University of Science and Technology
Priority to CN2011102266538A priority Critical patent/CN102426011A/en
Publication of CN102426011A publication Critical patent/CN102426011A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

The invention aims to bring forward a digital leveling technology during airplane profile measurement, key parts or airborne avionics calibration installation and a method thereof. The technology is characterized in that without manual airplane leveling steps, three-dimensional digital measuring devices such as a laser tracker, a laser radar and the like are adopted to measure horizontal marking point of the airplane and the measurement result in the current measuring coordinate system O-X1Y1Z1 is converted in the airplane horizontal coordinate system O-XYZ so as to realize airplane digital leveling.

Description

Aircraft numeral leveling technology and method
Technical field
The present invention relates to a kind of being applicable to aircraft is carried out profile measurement, critical component or airborne avionics Equipment Alignment digitizing leveling technology and the method when installing, belong to aircraft topography measurement technical field.
Background technology
When aircraft is installed in the calibration of carrying out horizontal survey, profile measurement, critical component or airborne avionics equipment, to aircraft be adjusted into horizontality usually.Present domestic aircraft level-off is usually with the traditional optical surveying instrument---and spirit-leveling instrument, optical theodolite, steel tape etc. are main; Measured key point and fuselage front and back key point under the wing through transit and level meter before this; Obtain the correlation parameter of above-mentioned measurement point with the manual metering system of surveying work personnel, calculate the horizontality that these deviations on the fuselage change in coordinate axis direction are adjusted aircraft again.After the full machine level-off of aircraft, carry out the measurement of other key points or parts again, with the installation accuracy that detects the aircraft associated components etc.The shortcoming of the method is: precision is low, labour intensity is big, efficient is low.
Summary of the invention
The object of the invention is to propose a kind of being applicable to aircraft is carried out profile measurement, critical component or airborne avionics Equipment Alignment digitizing leveling technology and the method when installing; It is characterized in that need not aircraft is carried out artificial level-off step; Adopt the horizontal gauge point of 3-dimensional digital measuring instrument survey aircrafts such as laser tracker, laser radar, current measurement coordinate system O-X 1Y 1Z 1Under measurement result through being transformed under the aircraft horizontal coordinates O-XYZ, realize the digitizing leveling of aircraft.
The Rule of judgment of known level coordinate system is: the coordinate (X of horizontal reference point i under coordinate system O-XYZ i, Y i, Z i), i=h1, h2, k1, k2, d1, d2 satisfy Z H1-Z H2=± σ, Z K1-Z K2=l k± σ, Z D1-Z D2=± σ, X D1=X D2=0, wherein σ is the standard deviation of horizontal survey.Then O-XYZ is the aircraft horizontal coordinates, and the XY face is a surface level, and the YZ face is the aircraft plane of symmetry.If aircraft lateral fiducial point h1, h2, vertical reference point k1, k2, symmetrical reference point d1, d2, the measured value under current measurement coordinate system are (x i, y i, z i), i is reference point h1, h2, k1, k2, d1, the d2 of level-off.
As shown in Figure 1, current measurement coordinate system O-X 1Y 1Z 1Then the conversion method of horizontal coordinates is following to aircraft horizontal coordinates O-XYZ:
Method one: establish the theoretical that H is h1, h2, K is the theoretical of k1, k2, and D is the theoretical of d1, d2.Might as well establish current coordinate system is O-X 1Y 1Z 1, initial point is defined as the d2 point, and measurement coordinate system is rotated γ around initial point respectively, α, θ can obtain the aircraft horizontal coordinates.
γ = arcsin ( z h 1 - z h 2 H )
α = 1 2 ( arcsin ( z k 1 - z k 2 ) K - arcsin l k K )
Making current coordinate system is O-X 1Y 1Z 1Respectively around Y 1Axle, X 1Axle anglec of rotation γ, α angle obtain new coordinate system O-X 2Y 2Z 2Be located at O-X 2Y 2Z 2Down, some d 1, d 2Coordinate be (x ' D1, y ' D1, z ' D1), (x ' D2, y ' D2, z ' D2), make O-X 2Y 2Z 2Around Z 2Axle gyrobearing angle
Figure BSA00000553425400023
Obtain horizontal coordinates O-XYZ.
Method two: the coordinate of establishing reference point i under the horizontal coordinates O-XYZ is (X i, Y i, Z i), M is for being tied to the transformation matrix of the aircraft frame of reference by current coordinate; By current measurement coordinate system be: M (x to the transformation equation of aircraft horizontal coordinates O-XYZ i, y i, z i) T=(X i, Y i, Z i) T, i=h 1, h 2, k 1, k 2, d 1, d 2
If constraint condition: Z H1-Z H2=± σ, Z K1-Z K2=l k± σ, Z D1-Z D2=± σ, X D1=0, X D2=0.
Obtain the residual equation group by constraint condition:
v 1 = ± σ - ( Z h 1 - Z h 2 )
v 2 = l k ± σ - ( Z k 1 - Z k 2 )
v 3 = ± σ - ( Z d 1 - Z d 2 )
v 4 = - X d 1
v 5 = - X d 2
Introduce weight factor
Figure BSA00000553425400031
[ ω v 2 ] = Σ ω i v i 2 = min
Residual sum of squares (RSS) is minimum, tries to achieve transform matrix M, at last all level points is carried out coordinate conversion, realizes aircraft digitizing leveling.At this moment, the XY face is the aircraft surface level, and the YZ face is the aircraft plane of symmetry.
The present invention is suitable for the airplane horizontal survey requirement fully, has characteristics such as high precision, high-level efficiency, has broken away from a large amount of manual operations in the conventional airplane horizontal survey, has realized altitude figureization, greatly reduces labour intensity.
Description of drawings
The current measurement coordinate system O of Fig. 1 1-X 1Y 1Z 1O-XYZ concerns synoptic diagram with the aircraft horizontal coordinates.

Claims (2)

  1. One kind be applicable to aircraft carry out that profile is measured, digitizing leveling technology and method when critical component assembling or airborne avionics Equipment Alignment are installed; It is characterized in that need not aircraft is carried out artificial level-off step; Adopt the horizontal gauge point of 3-dimensional digital measuring instrument survey aircrafts such as laser tracker, laser radar, current measurement coordinate system O-X 1Y 1Z 1Under measurement result through being transformed under the aircraft horizontal coordinates O-XYZ, realize the digitizing leveling of aircraft.
  2. 2. technology according to claim 1 is characterized in that: the Rule of judgment of known level coordinate system is: the coordinate (X of horizontal reference point i under coordinate system O-XYZ i, Y i, Z i), i=h1, h2, k1, k2, d1, d2 satisfy Z H1-Z H2=± σ, Z K1-Z K2=l k± σ, Z D1-Z D2=± σ, X D1=X D2=0, wherein σ is the standard deviation of horizontal survey.Then O-XYZ is the aircraft horizontal coordinates, and the XY face is a surface level, and the YZ face is the aircraft plane of symmetry.If aircraft lateral fiducial point h1, h2, vertical reference point k1, k2, symmetrical reference point d1, d2, the measured value under current measurement coordinate system are (x i, y i, z i), i is reference point h1, h2, k1, k2, d1, the d2 of level-off.
    As shown in Figure 1, current measurement coordinate system O-X 1Y 1Z 1Then the conversion method of horizontal coordinates is following to aircraft horizontal coordinates O-XYZ:
    Method one: establish the theoretical that H is h1, h2, K is the theoretical of k1, k2, and D is the theoretical of d1, d2.Might as well establish current coordinate system is O-X 1Y 1Z 1, initial point is defined as the d2 point, and measurement coordinate system is rotated γ around initial point respectively, α, θ can obtain the aircraft horizontal coordinates.
    γ = arcsin ( z h 1 - z h 2 H )
    α = 1 2 ( arcsin ( z k 1 - z k 2 ) K - arcsin l k K )
    Making current coordinate system is O-X 1Y 1Z 1Respectively around Y 1Axle, X 1Axle anglec of rotation γ, α angle obtain new coordinate system O-X 2Y 2Z 2Be located at O-X 2Y 2Z 2Down, some d 1, d 2Coordinate be (x ' D1, y ' D1, z ' D1), (x ' D2, y ' D2, z ' D2), make O-X 2Y 2Z 2Around Z 2Axle gyrobearing angle
    Figure FSA00000553425300013
    Obtain horizontal coordinates O-XYZ.
    Method two: the coordinate of establishing reference point i under the horizontal coordinates O-XYZ is (X i, Y i, Z i), M is for being tied to the transformation matrix of the aircraft frame of reference by current coordinate; By current measurement coordinate system be: M (x to the transformation equation of aircraft horizontal coordinates O-XYZ i, y i, z i) T=(X i, Y i, Z i) T, i=h 1, h 2, k 1, k 2, d 1, d 2
    If constraint condition: Z H1-Z H2=± σ, Z K1-Z K2=l k± σ, Z D1-Z D2=± σ, X D1=0, X D2=0.
    Obtain the residual equation group by constraint condition:
    v 1 = ± σ - ( Z h 1 - Z h 2 )
    v 2 = l k ± σ - ( Z k 1 - Z k 2 )
    v 3 = ± σ - ( Z d 1 - Z d 2 )
    v 4 = - X d 1
    v 5 = - X d 2
    Introduce weight factor
    Figure FSA00000553425300026
    [ ω v 2 ] = Σ ω i v i 2 = min
    Residual sum of squares (RSS) is minimum, tries to achieve transform matrix M, at last all level points is carried out coordinate conversion, realizes aircraft digitizing leveling.At this moment, the XY face is the aircraft surface level, and the YZ face is the aircraft plane of symmetry.
    The present invention is suitable for the airplane horizontal survey requirement fully, has characteristics such as high precision, high-level efficiency, has broken away from a large amount of manual operations in the conventional airplane horizontal survey, has realized altitude figureization, greatly reduces labour intensity.
CN2011102266538A 2011-08-09 2011-08-09 Airplane digital leveling technology and method Pending CN102426011A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011102266538A CN102426011A (en) 2011-08-09 2011-08-09 Airplane digital leveling technology and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011102266538A CN102426011A (en) 2011-08-09 2011-08-09 Airplane digital leveling technology and method

Publications (1)

Publication Number Publication Date
CN102426011A true CN102426011A (en) 2012-04-25

Family

ID=45960017

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011102266538A Pending CN102426011A (en) 2011-08-09 2011-08-09 Airplane digital leveling technology and method

Country Status (1)

Country Link
CN (1) CN102426011A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102829721A (en) * 2012-08-17 2012-12-19 中国航天空气动力技术研究院 Airplane detection platform and airplane detection method
CN108639374A (en) * 2018-05-07 2018-10-12 西北工业大学 A kind of aircraft components numeric terminal measured data processing method and system
CN111238458A (en) * 2020-03-17 2020-06-05 散裂中子源科学中心 Equipment reference rapid leveling method
CN111498142A (en) * 2020-05-06 2020-08-07 南京航空航天大学 Aircraft avionics finished product installation and calibration method
CN113625756A (en) * 2021-08-11 2021-11-09 长春理工大学 Airplane leveling method based on ground level
CN114543767A (en) * 2022-02-22 2022-05-27 中国商用飞机有限责任公司 System and method for aircraft leveling

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102829721A (en) * 2012-08-17 2012-12-19 中国航天空气动力技术研究院 Airplane detection platform and airplane detection method
CN102829721B (en) * 2012-08-17 2015-02-25 中国航天空气动力技术研究院 Airplane detection platform and airplane detection method
CN108639374A (en) * 2018-05-07 2018-10-12 西北工业大学 A kind of aircraft components numeric terminal measured data processing method and system
CN108639374B (en) * 2018-05-07 2021-11-05 西北工业大学 Method and system for processing measured data of airplane component digital assembly
CN111238458A (en) * 2020-03-17 2020-06-05 散裂中子源科学中心 Equipment reference rapid leveling method
CN111238458B (en) * 2020-03-17 2022-03-25 散裂中子源科学中心 Equipment reference rapid leveling method
CN111498142A (en) * 2020-05-06 2020-08-07 南京航空航天大学 Aircraft avionics finished product installation and calibration method
CN111498142B (en) * 2020-05-06 2021-12-14 南京航空航天大学 Aircraft avionics finished product installation and calibration method
CN113625756A (en) * 2021-08-11 2021-11-09 长春理工大学 Airplane leveling method based on ground level
CN114543767A (en) * 2022-02-22 2022-05-27 中国商用飞机有限责任公司 System and method for aircraft leveling

Similar Documents

Publication Publication Date Title
CN102426011A (en) Airplane digital leveling technology and method
CN102661736B (en) Highway reorganization and expansion surveying method
CN107167790A (en) A kind of step scaling method of laser radar two based on Calibration Field
CN103292748B (en) A kind of split of many substrates based on laser measurement detection method
CN103217688B (en) Airborne laser radar point cloud adjustment computing method based on triangular irregular network
CN103196425B (en) The estimating and measuring method of super long tunnel lateral breakthrough error
CN103954953B (en) The blind source error compensation method of a kind of airborne laser radar based on data-driven
CN102944183B (en) A kind of high-aspect ratio elastic wing measuring method
CN102749071A (en) Method for monitoring soil erosion based on unmanned aerial vehicle aerial photography
CN104482922A (en) Structural plane measuring method based on three-dimensional laser scanning technique
Li et al. GPS in the tailings dam deformation monitoring
CN114993263B (en) High-precision unmanned aerial vehicle mapping system for building based on level point positioning
CN104111061A (en) Acquisition method for achievements at survey control point in region lacking in basic data
CN103925854B (en) A kind of guided missile level measurement method based on three-dimensional coordinate transfer principle
CN103727920A (en) Method of measuring level elevation difference based on geoid model
CN106247988B (en) Celestial body posture based on laser tracker and solar wing spreading frame accuracy measurement method
CN103808309A (en) Three-dimensional aerial photograph forest measurement method for unmanned aerial vehicle
CN105929192B (en) A kind of wind measuring device and wind detection method independently to be tested the speed based on GNSS
CN106017444A (en) Independent monitoring method for construction verticality of super-high building
CN104181571A (en) Method for rapidly measuring precision coordinate and elevation of ground point in area with weak CORS signals or without CORS signals
CN209802285U (en) Monitoring system for deformation of communication base station antenna
CN111307125B (en) Inclined-axis cylindrical projection method based on GNSS and ground ranging combined adjustment
CN110148218B (en) Method for integrally optimizing large-batch airborne LiDAR point cloud data
CN103743384A (en) Method for measuring installation level of base by using equal height ruler
CN102121825A (en) Method for measuring river-crossing levelling altitude difference by using GPS (global positioning system)

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20120425