CN106885532B - A kind of detection method of high-precision rail geometric profile - Google Patents

A kind of detection method of high-precision rail geometric profile Download PDF

Info

Publication number
CN106885532B
CN106885532B CN201610813938.4A CN201610813938A CN106885532B CN 106885532 B CN106885532 B CN 106885532B CN 201610813938 A CN201610813938 A CN 201610813938A CN 106885532 B CN106885532 B CN 106885532B
Authority
CN
China
Prior art keywords
laser
rail
camera
line
image
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
CN201610813938.4A
Other languages
Chinese (zh)
Other versions
CN106885532A (en
Inventor
杨辉
魏立夫
朱光宇
谷林辉
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.)
WUHAN BINHU ELECTRONIC CO Ltd
Original Assignee
WUHAN BINHU ELECTRONIC 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 WUHAN BINHU ELECTRONIC CO Ltd filed Critical WUHAN BINHU ELECTRONIC CO Ltd
Priority to CN201610813938.4A priority Critical patent/CN106885532B/en
Publication of CN106885532A publication Critical patent/CN106885532A/en
Application granted granted Critical
Publication of CN106885532B publication Critical patent/CN106885532B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/24Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures
    • G01B11/25Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures by projecting a pattern, e.g. one or more lines, moiré fringes on the object
    • G01B11/2513Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures by projecting a pattern, e.g. one or more lines, moiré fringes on the object with several lines being projected in more than one direction, e.g. grids, patterns

Landscapes

  • Engineering & Computer Science (AREA)
  • Computer Vision & Pattern Recognition (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The invention belongs to photoelectric detection technology fields, are related to a kind of detection method of high-precision rail geometric profile, the analysis suitable for railway track distance and path wear.The present invention constructs combined measurement system using multiple lasers and multiple cameras, and by the integrated treatment of combined calibrating and acquisition data to measuring system, high-precision obtains rail geometric profile characteristic point in the dynamic 3 D coordinate system of two no overlaps.This detection device installs simple and flexible, and detection accuracy is high, can calibrate the world coordinates of bilateral rail simultaneously, the effective three dimensional detection for completing rail geometric profile.The features such as present invention has installation simple and flexible, and detection accuracy is high, can calibrate the world coordinates of bilateral rail simultaneously.

Description

A kind of detection method of high-precision rail geometric profile
Technical field
The invention belongs to photoelectric detection technology fields, are related to a kind of detection method of high-precision rail geometric profile, fit Analysis for railway track distance and path wear.
Background technique
Railway is the main artery of national communication transport, assumes responsibility for 70% or more passenger and freight task, route is all The basis of rail transport and soul.The geometric dimension of railroad track is for guaranteeing that train operational safety and comfort have especially Important meaning.Currently, China railways works department still mainly uses artificial detection method to the detection of track geometry profile, This measurement method work amount is big, measuring speed is slow, low efficiency, is difficult to control measurement accuracy.
Laser camera shooting type detection method is to realize a kind of new method of rail geometric profile detection, it is by laser and camera Deng composition, the principle of rail geometric profile is detected as shown in Figure 1.Laser leads in the rail upslide outgoing laser beam of detection It crosses and the one or more image of camera shooting is handled to restore rail under regulation coordinate system (where generally taking rail World coordinate system xyz) in three-dimensional information, then scene information is identified and is understood.Thus, it is several to become future track The development trend of what outline detection system.
The difficult point of laser camera shooting type detection method is that experimental situation difficulty, installation accuracy are difficult to ensure, changes relationship crowd It is more.If successively demarcate each camera according to traditional determination transformational relation, then between calibration for cameras and camera and single rail it Between positional relationship poor robustness and there are problems that error propagation though being not need to rely on scene and calibration object, obtain Solution precision it is low.Traditional scaling method is the scaling method based on active vision, need to control and take the photograph on active vision platform Camera does opposite movement, and the requirement to device is relatively high, and installation accuracy not can guarantee.Traditional scaling method can only be to bilateral Rail is separately demarcated, if position of the rail in different coordinates can only be obtained, the corresponding characteristic point of gauge geometric profile also position In different coordinates, the geometric profile detection of rail system can not be carried out.
Summary of the invention
In view of the deficiencies of the prior art, the present invention constructs combined measurement system using multiple lasers and multiple cameras, leads to It crosses the combined calibrating to measuring system and acquires the integrated treatment of data, high-precision obtains the dynamic 3 D coordinate of two no overlaps Rail geometric profile characteristic point in system.This detection device installs simple and flexible, and detection accuracy is high, can calibrate bilateral iron simultaneously The world coordinates of rail, the effective three dimensional detection for completing rail geometric profile.
The technical scheme is that
A kind of detection method of high-precision rail geometric profile, which is characterized in that specific method is: according to rail geometry The requirement of detection, the parameter for completing laser, camera and lifting platform are chosen.4 laser line generators and 4 cameras are selected, by rigid Property support frame realize coupling for laser line generator and camera.Level calibration plate is placed in lifting platform surface, is emitted by measuring system Line laser projects to and forms laser rays on scaling board, pictorial diagram such as Fig. 2, and red laser line is located at black calibration plate, the two in figure With in object space world coordinate system.Meanwhile line laser projects and forms contour line on rail, pictorial diagram such as Fig. 3, contour line position in figure In object space world coordinate system.The height for adjusting lifting platform, is incident upon on the laser rays and rail on scaling board by cameras record Contour line and demarcate hole image.The geometric center of prescribed level scaling board is the origin for providing world coordinate system, pixel The center in face is the origin of image space coordinate system, and u, v axis are parallel to the corresponding axis of photo coordinate system.According to calibration hole in object space and The coordinate of image space resolves camera internal and external orientation.Contour line is formed on measuring system emission lines laser projection to track, by phase The image of machine record contour line.The image space coordinate of laser rays and contour line, exterior orientation in combining camera are extracted by image procossing The object coordinates of element resolving laser rays and contour line.By being fitted object space laser rays, lasing area is obtained under world coordinate system Normal vector, and then obtain its spin moment.Using spin matrix, the object coordinates of rail contour line are converted, calculate profile The standard coordinate of line.
It is complete according to the requirement that rail geometry detects in a kind of detection method of above-mentioned high-precision rail geometric profile It is chosen at the parameter of laser, camera and lifting platform, including following sub-step:
Step 2.1, the required precision detected according to rail geometry, chooses the important indicator parameter of camera: camera resolution Can control within the scope of 0.1mm/pixel, the range of camera lens F number is 2.2~8, the entrance pupil control of camera 6cm~ 9cm, then it is 13.2mm~72mm that camera focus f range, which can be obtained, and field depth is 100mm~150mm.
Step 2.2, according to the requirement of picture quality and laser image coordinate extraction accuracy, by selecting the angle of divergence to compare Its line width of small laser control is no more than 1mm, and optical maser wavelength is in visible light wave range.
Step 2.3, according to the detection requirement for height of rail, lifting platform stroke should cover the altitude range of rail 176mm.
In a kind of detection method of above-mentioned high-precision rail geometric profile, 4 laser line generators and 4 cameras are selected, Coupling for laser line generator and camera, including following sub-step are realized by rigid cage:
Step 3.1, the parameter request based on laser line generator and camera selects 4 laser line generators and 4 cameras, each line At a sub- measuring system, the sub- measuring system of every two constitutes left side subsystem and right side subsystem for laser and camera combination, For measuring left and right rail geometric profile, each laser line generator requires to place in the same plane, and modes of emplacement is shown in Fig. 2 institute Show.
Step 3.2,4 cameras are coupled by rigid cage, are required according to the depth of field of camera, camera is in support frame Position must satisfy:
Δ l=max (lcos ω)-min (lcos ω),
Wherein, Δ l is the depth of field, and l is camera entrance pupil at a distance from rail, and ω is a bit on camera entrance pupil and rail profile The angle of line and optical axis.
Step 3.3, laser line generator is mounted in rigid cage, adjusts the position of laser line generator, enable laser beam Track level is enough completely covered, and guarantees that the lasing area of each rail on both sides is coplanar and vertical with track level as far as possible.
In a kind of detection method of above-mentioned high-precision rail geometric profile, level calibration plate is placed in lifting platform table Face passes through cameras record laser rays and mark by adjusting the height of lifting platform on measuring system emission lines laser projection to scaling board Determine the image in hole, including following sub-step:
Step 4.1, the level calibration plate as composed by the through-hole that a × b diameter is d, the cross between adjacent through-holes are made To with longitudinal pitch be dx mm and dy mm.The geometric center of prescribed level scaling board is the origin for providing world coordinate system, note Coordinate is (x on scaling boardij,yij), wherein i < a, j <b.
Step 4.2, level calibration plate is placed on high-precision lifting platform, guarantees that 4 laser can be presented in scaling board simultaneously The initial position of line, high-precision lifting platform should be flushed with rail bottom end, and being denoted as height herein is 0.
Step 4.3, by the laser beam projection to scaling board of 4 laser line generators transmitting, change the height z of lifting platforms, zs =(s-1) × dz, dz are the step-length of height change, and s=1,2,3..., int (H/dz)+1, H are the height of rail, and int is indicated Rounding operation function.Principle is shown in Fig. 4.As can be known from Fig. 4, in the course of work of the invention, laser and camera are mounted on rail Two sides, scaling board is placed on lifting platform with one lifting of lifting platform, and position of the laser rays on scaling board is with lifting platform Level Change, rail are placed on the lower section of lifting platform, not mobile with lifting platform.
Step 4.4, while adjusting lifting platform height, by the image of cameras record scaling board and laser rays, it is marked Image name is respectively BstAnd Lst, wherein t=1,2,3,4.
In a kind of detection method of above-mentioned high-precision rail geometric profile, according to calibration hole object space and image space seat Mark resolves image side's positional relationship, including following sub-step:
Step 5.1, using the thresholding method and gravity model appoach in image processing algorithm, to image BstIt carries out processing and extracts water Through hole center position on flat scaling board obtains the image space coordinate (u of all through-holesij,vij);
Step 5.2, according to the object coordinates image space coordinate of through-hole, image side transformation pass is acquired by being demarcated with multinomial System, resolves the internal and external orientation of camera, they meet following relationship:
fst=([uij e,uij e-1vij 1,uij e-2vij 2...vij e,uij e-1...vij e-1,...u,v,1]T)'·[xij,yij]T
Wherein, a11,a12...a1mAnd b21,b22...b2mFor the internal and external orientation of camera, e is time of fitting of a polynomial Number, m < (a × b).
In a kind of detection method of above-mentioned high-precision rail geometric profile, measuring system emission lines laser projection to rail Contour line is formed on road, by the image of 4 cameras record contour lines, marking its image name is Gj
In a kind of detection method of above-mentioned high-precision rail geometric profile, laser rays and wheel are extracted by image procossing The image space coordinate of profile, combining camera internal and external orientation resolve the object coordinates of laser rays and contour line.
Step 7.1, angle point can be made full use of to extract the image space coordinate of laser rays.The scaling board and laser that camera takes Effect schematic diagram such as Fig. 5 of laser rays on the be incident upon scaling board of device, circular hole is scaling board through-hole in figure, and straight line is laser Laser rays on be incident upon scaling board first extracts each laser rays with Threshold segmentation and gravity model appoach and demarcates the picture at the center of through-hole Square coordinate: (uxs,vxs) and (uks,vks)。
It step 7.2, can be by the image space of scaling board through-hole since all reference points in image side are respectively positioned on same laser rays Coordinate (uks,vks) by each column fitting straight line, by the image space coordinate fitting laser rays of laser rays, and ask itself and each calibration hole The intersection point of vertical line, as image space reference point, object reference point coordinate can be obtained by being substituted into image areal coordinate transformational relation, fitting Straight line obtains object space laser rays.
Step 7.3, using the center of thresholding method and gravity model appoach Extracting contour, the image space coordinate of contour line is obtained (uls,vls), the object coordinates (x of contour line can be obtained in the internal and external orientation of combining camerals,yls,zls,)。
It obtains and swashs by being fitted object space laser rays in a kind of detection method of above-mentioned high-precision rail geometric profile Normal vector of the smooth surface under world coordinate system, and then its spin moment is obtained, including following sub-step:
Step 8.1, resulting object space laser rays is fitted object space lasing area, obtains the normal vector of object space lasing areaWherein αtIt is the angle of t-th object space lasing area normal vector and world coordinate system x-axis, βtIt is The angle of t-th object space lasing area normal vector and world coordinate system y-axis, γtIt is that t-th of object space lasing area normal vector and the world are sat The angle of mark system z-axis.
Step 8.2, non-coplanar and out of plumb bring error is compensated using the methods of spin matrix.Calculate laser plane institute Corresponding relationship, that is, spin matrix M of the determining rectangular coordinate system in space to world coordinate systemt, see Fig. 6:
In a kind of detection method of above-mentioned high-precision rail geometric profile, spin matrix M is utilizedt, by rail contour line Object coordinates converted, calculate the standard coordinate of contour line, space coordinate conversion is shown in Fig. 6, profile coordinate (yb,zb):
yb=M21·xp+M22·yp+M23·zp
zb=M31·xp+M32·yp+M33·zp
Wherein MqvIndicate the q row v column element of Metzler matrix, xp、yp、zpFor the object coordinates of contour line.
Rail geometric profile detection method designed by this patent is different from common detecting methods, and major advantage has: camera Between there is no public view field, but the calibration of four cameras and four lasers can be carried out simultaneously, output rail geometric profile exists The coordinate of the same world coordinate system, the efficient detection for completing rail geometric profile.Lasing area is also used as to calibration object, By the non-coplanar installation error of spin matrix compensation laser installation out of plumb, the detection essence of rail geometric profile is improved Degree.
Detailed description of the invention:
Fig. 1 Laser video camera method rail geometric profile detection principle diagram;
Fig. 2 laser rays pictorial diagram;
Fig. 3 contour line pictorial diagram;
Fig. 4 rail geometric profile detection system;
Fig. 5 image space laser line coordinates extracts schematic diagram;
Fig. 6 space coordinate transformation;
Fig. 7 camera;
Fig. 8 laser;
Fig. 9 calibration experiment and gauge measurement experiment scene;
The image space image of Figure 10 scaling board;
The image space image of Figure 11 laser rays;
Image space calibration point extracts (z=80mm) on the left of Figure 12;
Figure 13 rail profile picture;
Figure 14 object space laser rays;
Figure 15 object space lasing area;
The part Figure 16 rail profile diagram.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
Embodiment:
1. the parameter for completing laser, camera and lifting platform is chosen, including following son according to the requirement that rail geometry detects Step:
(1.1) required precision detected according to rail geometry, chooses the important indicator parameter of camera: resolution ratio 1628 × 1236,1/1.8 inch of image planes size.Number=3.27 F, using f=28mm tight shot.The depth of field is in 106mm.See Fig. 7.
(1.2) according to the requirement of picture quality and laser image coordinate extraction accuracy, the line width of laser is selected to be less than 1mm, optical maser wavelength 632nm, is shown in Fig. 8.
(1.3) according to the detection requirement for height of rail, lifting platform stroke is more than the altitude range of 176mm.
2. select 4 laser line generators and 4 cameras, coupling for laser line generator and camera is realized by rigid cage, is wrapped Include following sub-step:
(2.1) parameter request based on laser line generator and camera selects 4 laser line generators and 4 cameras, each line laser At a sub- measuring system, the sub- measuring system of every two constitutes left side subsystem and right side subsystem, is used for for device and camera combination Left and right rail geometric profile is measured, each laser line generator requires to place in the same plane.
(2.2) 4 cameras are coupled by rigid cage, are required according to camera depth of field value, and each camera is l away from rail The line of any and the angle of optical axis are 60 ° on=880mm, machine entrance pupil and rail profile.
(2.3) laser line generator is mounted in rigid cage, adjusts the position of laser line generator, enable laser beam complete All standing track level, and guarantee that the lasing area of each rail on both sides is coplanar and vertical with track level as far as possible, testing ground Such as Fig. 9.
3. level calibration plate is placed in lifting platform surface, by adjusting on measuring system emission lines laser projection to scaling board The height for saving lifting platform passes through the image of cameras record laser rays and calibration hole, including following sub-step:
(3.1) the level calibration plate as composed by the through-hole that 18 × 12 diameters are 3mm, the cross between adjacent through-holes are made To with longitudinal pitch be 10mm and 20mm., it is specified that the geometric center point of level calibration plate is the original for providing world coordinate system Point remembers that coordinate is (x on scaling boardij,yij), wherein i < 18, j < 12.
(3.2) level calibration plate is placed on high-precision lifting platform, guarantees that 4 laser rays can be presented in scaling board simultaneously, The initial position of high-precision lifting platform should be flushed with rail bottom end, and being denoted as height herein is 0.It is horizontal during lifting of lifting table One lifting of scaling board, and rail is not gone up and down.See Fig. 9 calibration experiment and gauge measurement experiment scene;
(3.3) by the laser beam projection to scaling board of 4 laser line generators transmitting, change the height z of lifting platforms, zs= (s-1) × 10mm, s=1,2,3..., 19.
(3.4) while adjusting lifting platform height, by the image of cameras record scaling board and laser rays, its image is marked Title is respectively BstAnd Lst, wherein t=1,2,3,4, wherein BstIt is the image space image of scaling board, pictorial diagram is shown in Figure 10, LstIt is The image space image of laser rays, pictorial diagram are shown in Figure 11.
4. resolving image side's positional relationship, including following sub-step in the coordinate of object space and image space according to calibration hole:
(4.1) thresholding method in image processing algorithm and gravity model appoach are used, it is specified that image space coordinate is in the center of camera Origin, to image BstThe through hole center position on processing extraction level calibration plate is carried out, the image space coordinate of all through-holes is obtained (uij,vij), Figure 12 is left side calibration region in zsCalibration point extraction effect figure under=80mm height.Wherein Red Cross is is mentioned The scaling board through-hole taken, blue line are laser rays.
(4.2) according to the object coordinates of through-hole, image space coordinate, it is shown in Table 1, wherein (u, v) is image space coordinate, (x, y) is object Square coordinate.Image side's transformation relation is acquired by binary cubic polynomial, resolves the internal and external orientation f of camerast, it is shown in Table 2:
The object coordinates of 1 through-hole of table, image space coordinate
u v x y
45 45 -36.242390915411 -36.2423909154110
95 95 -33.4705548055907 -33.4705548055907
145 145 -30.5944998783789 -30.5944998783789
195 195 -27.5993957110939 -27.5993957110939
245 245 -24.470411881054 -24.4704118810540
295 295 -21.1927179655773 -21.1927179655773
345 345 -17.7514835419822 -17.7514835419822
395 395 -14.1318781875868 -14.1318781875868
395 395 -10.319071479709 -10.3190714797094
445 445 -6.29823299566822 -6.29823299566822
495 495 -2.05453231278153 -2.05453231278153
545 545 2.42686099163246 2.42686099163246
595 595 7.16077734025551 7.16077734025551
2 binary cubic equation fitting coefficient table of table
Wherein, a11,a12...a1mAnd b21,b22...b2mFor the internal and external orientation of camera.
5. form contour line on measuring system emission lines laser projection to track, by the image of 4 cameras record contour lines, Marking its image name is Gj.See Figure 13.
6. extracting the image space coordinate of laser rays and contour line by image procossing, combining camera internal and external orientation, which resolves, to swash The object coordinates of light and contour line.
(6.1) angle point can be made full use of to extract the image space coordinate of laser rays.Since all reference points in image side are respectively positioned on On same laser rays, therefore each laser rays first can be extracted with Threshold segmentation and gravity model appoach and demarcate the image space seat at the center of through-hole Mark: (uxs,vxs) and (uks,vks)。
(6.2) by the image space coordinate (u of scaling board through-holeks,vks) and be fitted straight line by each column, by the picture of laser rays Square coordinate fitting laser rays, and the intersection point of itself and each calibration hole vertical line, as image space reference point are asked, substituted into image areal coordinate Transformational relation can obtain object reference point coordinate, and fitting a straight line obtains object space laser rays.See Figure 14.
(6.3) using the center of thresholding method and gravity model appoach Extracting contour, the image space coordinate (u of contour line is obtainedls, vls), the object coordinates (x of contour line can be obtained in the internal and external orientation of combining camerals,yls,zls,)。
7. obtaining normal vector of the lasing area under world coordinate system, and then obtain its rotation by fitting object space laser rays Square, including following sub-step:
(7.1) resulting object space laser rays is fitted object space lasing area, sees Figure 15, the normal vector for obtaining object space lasing area is n1=(1, -0.0028,0.0016), n2=(1, -0.0209,0.0037).Wherein n1Three coordinate values be lasing area respectively Normal vector and world coordinate system x, y, the angle of z-axis, n2Ibid.
(7.2) non-coplanar and out of plumb bring error is compensated using the methods of spin matrix.Calculate laser plane institute really Corresponding relationship, that is, spin matrix of the fixed rectangular coordinate system in space to world coordinate system:
8. utilizing spin matrix M, the object coordinates of rail contour line are converted, the standard coordinate of contour line, portion are calculated Divide rail profile diagram such as Figure 16, wherein characteristic point coordinate: H=(- 31.689mm, 160mm), V=(- 12.167mm, 172.310mm)。
The calibration of this programme different from common multi-vision visual demarcate, first is that this patent system be to lasing area be imaged, second is that Different cameral does not have public view field.Therefore this patent proposes to carry out lasing area calibration using the method for lifting of lifting table scaling board And the transformational relation of image planes to world coordinates is demarcated, and is finally specifically calculated with the method for fitting of a polynomial, is missed to installation Difference carries out projection process, and has carried out experimental verification, reaches required precision.It is good to solve present in technical background mainly Problem, this method simple and flexible precision is high, effective to complete the calibration of peg model high accuracy three-dimensional.
Specific embodiments are merely illustrative of the spirit of the present invention described in this patent.Technology belonging to the present invention The technical staff in field can make various modifications or additions to the described embodiments or by a similar method Substitution, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.

Claims (5)

1. a kind of detection method of high-precision rail geometric profile, it is characterised in that: the following steps are included:
4 laser line generators and 4 cameras are connected by rigid cage, realization laser line generator couples with camera, line laser Device and camera form measuring system;
Level calibration plate is placed in lifting platform surface, by the laser line generator emission lines laser projection of measuring system to level calibration Laser rays is formed on plate, line laser, which projects, forms contour line on rail;
Adjust the height of lifting platform, the contour line and mark being incident upon on the laser rays and rail on scaling board by cameras record Determine the image in hole;
The geometric center of prescribed level scaling board is the origin for providing world coordinate system, and the center of pixel faces is image space coordinate system Origin;
The image space coordinate of laser rays and contour line is extracted by image procossing;
The object coordinates of combining camera internal and external orientation resolving laser rays and contour line;
By being fitted object space laser rays, normal vector of the lasing area under world coordinate system is obtained, and then obtain its spin moment;It utilizes Spin matrix converts the object coordinates of rail contour line, calculates the standard coordinate of contour line;
The connection method of the laser line generator, camera and rigid cage are as follows: each laser line generator and camera combination are at one Sub- measuring system, the sub- measuring system of every two constitute left side subsystem and right side subsystem, and left side subsystem, right side subsystem are used In measurement left and right rail geometric profile, each laser line generator requires to place in the same plane;
4 cameras are coupled by rigid cage, and camera must satisfy in the position of support frame:
,
Wherein, ΔlFor the depth of field,lIt is camera entrance pupil at a distance from rail, ω is the line of camera entrance pupil with any on rail profile With the angle of optical axis;
Laser line generator is mounted in rigid cage, track level can be completely covered in the laser beam of laser line generator, and each The lasing area of rail on both sides is coplanar and vertical with track level.
2. the detection method of high-precision rail geometric profile according to claim 1, it is characterised in that: the camera Resolution ratio is within the scope of 0.1mm/pixel, camera lensFSeveral ranges is 2.2 to 8, and the entrance pupil of camera is controlled 6 cmExtremely 9cm, then camera focus can be obtainedfRange is 13.2mmTo 72mm, field depth is 100mm to 150mm;The laser line generator Line width is no more than 1mm, and optical maser wavelength is in visible light wave range;The lifting platform stroke is more than or equal to 176mm.
3. the detection method of high-precision rail geometric profile according to claim 1, it is characterised in that: the adjusting The altitude record laser rays and contour line specific steps of lifting platform are as follows:
It will the level calibration plate as composed by the through-hole that a × b diameter is d;
Level calibration plate is placed on high-precision lifting platform, guarantees that 4 laser rays can be presented in scaling board simultaneously, high-precision is gone up and down The initial position of platform should be flushed with rail bottom end;
By on the laser beam projection to scaling board of 4 laser line generators transmitting, change the height of lifting platform;
While adjusting lifting platform height, by the image of cameras record scaling board and laser rays.
4. the detection method of high-precision rail geometric profile according to claim 1, it is characterised in that: described passes through Image procossing extracts the specific steps of the image space coordinate of laser rays and contour line are as follows:
Using the thresholding method and gravity model appoach in image processing algorithm, processing is carried out to image and extracts leading on level calibration plate Hole center obtains the image space coordinate of all through-holes;
According to the object coordinates image space coordinate of through-hole, is demarcated with multinomial and acquire image side's transformation relation, resolve the interior of camera Elements of exterior orientation.
5. the detection method of high-precision rail geometric profile according to claim 1, it is characterised in that: the combination Camera internal and external orientation resolves comprising the concrete steps that for the object coordinates of laser rays and contour line:
The image space coordinate of laser rays is extracted using angle point;
The image space coordinate of scaling board through-hole is fitted straight line by each column, by the image space coordinate fitting laser rays of laser rays, and The intersection point of itself and each calibration hole vertical line, as image space reference point are asked, object space can be obtained by being substituted into image areal coordinate transformational relation Reference point coordinate, fitting a straight line obtain object space laser rays;
Using the center of thresholding method and gravity model appoach Extracting contour, obtain the image space coordinate of contour line, combining camera it is interior The object coordinates of contour line can be obtained in elements of exterior orientation.
CN201610813938.4A 2016-09-09 2016-09-09 A kind of detection method of high-precision rail geometric profile Expired - Fee Related CN106885532B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610813938.4A CN106885532B (en) 2016-09-09 2016-09-09 A kind of detection method of high-precision rail geometric profile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610813938.4A CN106885532B (en) 2016-09-09 2016-09-09 A kind of detection method of high-precision rail geometric profile

Publications (2)

Publication Number Publication Date
CN106885532A CN106885532A (en) 2017-06-23
CN106885532B true CN106885532B (en) 2019-07-19

Family

ID=59175490

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610813938.4A Expired - Fee Related CN106885532B (en) 2016-09-09 2016-09-09 A kind of detection method of high-precision rail geometric profile

Country Status (1)

Country Link
CN (1) CN106885532B (en)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111197957B (en) * 2018-11-19 2021-12-21 大族激光科技产业集团股份有限公司 Line structure cursor positioning platform, using method and calibration system
CN109539994B (en) * 2018-11-19 2021-08-03 国网四川省电力公司电力科学研究院 Automatic measuring method for creepage distance of insulator
CN109539995B (en) * 2018-11-19 2021-08-17 国网四川省电力公司电力科学研究院 Automatic measuring device for creepage distance of insulator
CN110306413A (en) * 2018-11-30 2019-10-08 武汉滨湖电子有限责任公司 A kind of high-precision track measuring device and measuring method based on monocular
CN110763306B (en) * 2019-09-30 2020-09-01 中国科学院西安光学精密机械研究所 Monocular vision-based liquid level measurement system and method
CN110793458B (en) * 2019-10-30 2022-10-21 成都安科泰丰科技有限公司 Coplane adjusting method for two-dimensional laser displacement sensor
CN116485914A (en) * 2020-01-02 2023-07-25 浙江大学台州研究院 Laser-assisted calibration method
CN114923409B (en) * 2020-01-02 2023-06-23 浙江大学台州研究院 Laser auxiliary calibration device based on part size measurement at different heights
CN111469882B (en) * 2020-06-08 2024-03-08 青岛新瑞泰电气设备有限公司 Using method of portable modularized self-correcting rail three-dimensional detection system
CN112815884B (en) * 2020-12-23 2022-12-09 北京动力机械研究所 Automatic detection method for measuring effective area of adjusting mechanism
CN112902878B (en) * 2021-01-21 2023-01-24 中国铁道科学研究院集团有限公司基础设施检测研究所 Method and device for adjusting laser plane of track geometry detection system
CN114577235B (en) * 2022-01-28 2024-03-15 北京控制工程研究所 Cross-scale calibration method and system for spatial extremely high-precision pointing measuring instrument
CN114858092B (en) * 2022-05-12 2024-06-18 万岩铁路装备(成都)有限责任公司 Calibration system and calibration method for railway steel rail profile measurement

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102297658A (en) * 2011-05-20 2011-12-28 南京航空航天大学 Three-dimensional information detection method based on dual laser
CN202195801U (en) * 2011-09-08 2012-04-18 南京拓控信息科技有限公司 Online rail locomotive and car pantograph abrasion detecting device
CN103759671A (en) * 2014-01-10 2014-04-30 西北农林科技大学 Non-contact scanning method of dental cast three-dimensional surface data
CN104634261A (en) * 2014-12-05 2015-05-20 浙江理工大学 Line laser source based medium plate shape inspection system and method
CN105004280A (en) * 2015-07-13 2015-10-28 成都多极子科技有限公司 Image restoring method in train guiderail contour measurement based on machine vision

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2327894A1 (en) * 2000-12-07 2002-06-07 Clearview Geophysics Inc. Method and system for complete 3d object and area digitizing

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102297658A (en) * 2011-05-20 2011-12-28 南京航空航天大学 Three-dimensional information detection method based on dual laser
CN202195801U (en) * 2011-09-08 2012-04-18 南京拓控信息科技有限公司 Online rail locomotive and car pantograph abrasion detecting device
CN103759671A (en) * 2014-01-10 2014-04-30 西北农林科技大学 Non-contact scanning method of dental cast three-dimensional surface data
CN104634261A (en) * 2014-12-05 2015-05-20 浙江理工大学 Line laser source based medium plate shape inspection system and method
CN105004280A (en) * 2015-07-13 2015-10-28 成都多极子科技有限公司 Image restoring method in train guiderail contour measurement based on machine vision

Also Published As

Publication number Publication date
CN106885532A (en) 2017-06-23

Similar Documents

Publication Publication Date Title
CN106885532B (en) A kind of detection method of high-precision rail geometric profile
WO2021004312A1 (en) Intelligent vehicle trajectory measurement method based on binocular stereo vision system
CN103971353B (en) Splicing method for measuring image data with large forgings assisted by lasers
CN104266608B (en) Field calibration device for visual sensor and calibration method
CN106978774B (en) A kind of road surface pit slot automatic testing method
CN104459183B (en) A kind of one camera vehicle speed measuring system and method based on Internet of Things
CN103186892B (en) Aerial Images is utilized to generate the method and system of equal proportion outdoor scene scene photo
CN110517315B (en) Image type railway roadbed surface settlement high-precision online monitoring system and method
CN103438832B (en) Based on the 3-dimensional image measuring method of line-structured light
CN104240262B (en) Calibration device and calibration method for outer parameters of camera for photogrammetry
CN105424058B (en) Digital camera projection centre position method for precisely marking based on photogrammetric technology
CN104567666A (en) Measuring method for roller bearing block spatial position
CN107358631A (en) A kind of binocular vision method for reconstructing for taking into account three-dimensional distortion
CN107255443A (en) Binocular vision sensor field calibration method and device under a kind of complex environment
CN107102004A (en) A kind of tunnel detector
CN111091076B (en) Tunnel limit data measuring method based on stereoscopic vision
CN104034305B (en) A kind of monocular vision is the method for location in real time
CN104574415B (en) Target space positioning method based on single camera
CN106408601A (en) GPS-based binocular fusion positioning method and device
CN105092607A (en) Method for evaluating surface defects of spherical optical components
CN105258710A (en) High-precision camera principal point calibration method
CN103278138A (en) Method for measuring three-dimensional position and posture of thin component with complex structure
CN102944188A (en) Calibration method of spot scanning three-dimensional topography measuring system
CN103196429B (en) Method for quickly obtaining and measuring orthophotoquad of city skyline contour line facade
CN103129752A (en) Dynamic compensation method for attitude angle errors of optical remote sensing satellite based on ground navigation

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for 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: 20190719

Termination date: 20210909

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