CN115451826A - Photogrammetry method and device for geometric parameters of contact network - Google Patents

Photogrammetry method and device for geometric parameters of contact network Download PDF

Info

Publication number
CN115451826A
CN115451826A CN202210957367.7A CN202210957367A CN115451826A CN 115451826 A CN115451826 A CN 115451826A CN 202210957367 A CN202210957367 A CN 202210957367A CN 115451826 A CN115451826 A CN 115451826A
Authority
CN
China
Prior art keywords
line
light curtain
contact
contact line
camera
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.)
Granted
Application number
CN202210957367.7A
Other languages
Chinese (zh)
Other versions
CN115451826B (en
Inventor
徐可佳
张一超
陈金强
邓胡一万
沈洋
唐鹏飞
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.)
Southwest Jiaotong University
Original Assignee
Southwest Jiaotong University
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 Southwest Jiaotong University filed Critical Southwest Jiaotong University
Priority to CN202210957367.7A priority Critical patent/CN115451826B/en
Publication of CN115451826A publication Critical patent/CN115451826A/en
Application granted granted Critical
Publication of CN115451826B publication Critical patent/CN115451826B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • G01B11/02Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
    • G01B11/022Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness by means of tv-camera scanning
    • 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
    • G01B11/02Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
    • G01B11/06Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness for measuring thickness ; e.g. of sheet material
    • G01B11/0608Height gauges

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The invention relates to the technical field of rail transit detection, in particular to a photogrammetric method and a photogrammetric device for geometrical parameters of a contact network, wherein the method comprises the following steps: 1. placing the trolley on the track, and freely pushing the trolley along the track; the upper line laser emits a light curtain, a light curtain target is formed at the contact line, the lower line laser emits a light curtain, and light curtain targets are formed at the steel rails at two sides; the upper camera and the lower camera respectively shoot obliquely the contact line and the steel rail to capture a light curtain target picture; 2. preliminarily extracting characteristic points of the contact line and the steel rails on two sides in the image according to the fact that the gray values of the positions of the contact line and the steel rails in the shot image are different from those of other areas; 3. carrying out data processing on the image characteristic points to obtain coordinates of the contact line and the steel rails on two sides under the same coordinate system; 4. the lead-up and pull-out values are calculated from the coordinates. The present invention enables better measurement.

Description

Photogrammetry method and device for geometric parameters of contact network
Technical Field
The invention relates to the technical field of rail transit detection, in particular to a photogrammetric method and a photogrammetric device for geometrical parameters of a contact network.
Background
The overhead contact system is a high-voltage transmission line which is arranged along the shape of a Chinese character 'ji' above a steel rail and used for a pantograph to take current, and the high-voltage transmission line directly transmits electric energy obtained from a traction substation to an electric locomotive for use. The reliable contact and current taking of a contact net lead and a pantograph are related to normal and safe operation of an electrified railway, and the geometric parameters of the contact net, such as a pull-out value, a lead and the like, are important items for detecting the contact net, are main theoretical basis for daily maintenance and overhaul of the contact net and important guarantee for safe operation of a train, and need to be regularly detected.
At present, the detection device for the geometric parameters of the contact net mainly comprises three types: contact type, handheld non-contact type and vehicle-mounted non-contact type network detection equipment. The contact type network detection equipment is complex and time-consuming to operate and is not suitable for ordinary network detection; the point laser testing technology adopted by the handheld non-contact network inspection equipment needs manual alignment in the detection process, is difficult to align, has low testing speed and cannot be suitable for ordinary network inspection; although the vehicle-mounted non-contact network inspection equipment has high automation degree, a binocular vision detection method is mostly adopted, the installation requirements on two cameras are high, the high-precision measurement is difficult to achieve in the actual engineering application, and the inspection cycle is long.
The other non-contact detection device is a movable trolley arranged on the track, and compared with a contact network detection vehicle, the non-contact detection device can meet the requirement of on-site timely maintenance of a contact network, but only one set of detection device is arranged on the trolley and is only responsible for detection above a trolley body, so that the problems of shaking of the trolley body, inclination of the trolley body relative to the plane of the track and the like still exist, and the measured values of the lead-out value and the pull-out value are subjected to errors.
Disclosure of Invention
The invention provides a photogrammetric method and a photogrammetric device for geometric parameters of a contact network, which can overcome certain defect or defects in the prior art.
The invention relates to a photogrammetry method for geometrical parameters of a contact net, which comprises the following steps:
1. placing the trolley on the track, and freely pushing the trolley along the track; the upper line laser emits a light curtain, a light curtain target is formed at the contact line, the lower line laser emits a light curtain, and light curtain targets are formed at the steel rails on two sides; the upper camera and the lower camera respectively shoot the contact line and the steel rail obliquely, and shoot and capture a light curtain target picture;
2. preliminarily extracting characteristic points of the contact line and the steel rails on two sides in the image according to the fact that the gray values of the positions of the contact line and the steel rails in the shot image are different from those of other areas;
3. carrying out data processing on the image characteristic points to obtain coordinates of a contact line and two steel rails on two sides under the same coordinate system;
4. the lead-up and pull-out values are calculated from the coordinates.
Preferably, in the first step, the upper and lower light curtains are located in the same plane and perpendicular to the track plane, so as to ensure that the contact line and the steel rail captured at the same time have no positional deviation in the train traveling direction.
Preferably, in the third step, the method specifically comprises the following steps:
according to the monocular distance measurement principle and the position and posture relation of two cameras, the coordinates A, B and C of the contact line and the steel rails on two sides under the same coordinate system are obtained, the laser plane coordinate system is set as the same coordinate system, the coordinates are simplified into two dimensions, and the coordinates of three points are (x) respectively 0 ,y 0 )、(x 1 ,y 1 ) And (x) 2 ,y 2 ) And D is the midpoint of the line segment BC, coordinate (x) 3 ,y 3 )=((x 1 +x 2 )/2,(y 1 +y 2 )/2)。
Preferably, the pose relationship of the two cameras is calibrated in advance when leaving the factory, and the pose calibration process of the two cameras is as follows: the upper camera and the lower camera of the trolley and the line laser are started simultaneously, laser planes emitted by the two line lasers are in the same plane when the line laser is installed, the device can be placed on an optical platform, a world coordinate system is set on the laser plane, sufficient calibration points are obtained through accurate movement of a target on the optical platform in the plane, calibration of the cameras can be completed through a Zhang Zhengyou calibration method or other methods, although the two cameras do not have a common view, calibration points required by respective calibration are in the same world coordinate system, calibration of the two cameras can be completed simultaneously, namely, the position and pose relationship between the internal parameters of each camera and the same world coordinate system is obtained respectively, and further the position and pose relationship between the two camera coordinate systems is obtained.
Preferably, in the fourth step, the method specifically comprises the following steps:
in the two-dimensional coordinate system, a straight line passing through two points B and C is represented by ax + by + C =0, where (a, B, C) = (x) 1 ,y 1 ,1)×(x 2 ,y 2 ,1);(x 1 ,y 1 1) and (x) 2 ,y 2 1) homogeneous coordinates of points B and C, respectively; the distance from the point A to the line segment BC is the lead height value, and the calculation formula is
Figure BDA0003791902910000021
Length of line segment AD
Figure BDA0003791902910000031
So that the pull-out value can be obtained by the Pythagorean theorem
Figure BDA0003791902910000032
Figure BDA0003791902910000033
The invention also provides a photogrammetry device for the geometric parameters of the overhead line system, which adopts the photogrammetry method for the geometric parameters of the overhead line system and comprises a trolley, wherein a set of monocular distance measuring device is respectively arranged above and below the trolley, each monocular distance measuring device comprises a camera and a line laser, the upper line laser emits a light curtain, a light curtain target is formed at the contact line, the lower line laser emits a light curtain, and the steel rails at two sides are formed with the light curtain targets; the upper camera and the lower camera respectively irradiate obliquely to the contact line and the steel rail to shoot and capture a light curtain target picture.
The invention has the advantages that: the method can realize convenient, high-precision and real-time measurement, and is simple to operate; meanwhile, the measurement is in a non-contact mode, the measurement can be carried out when the contact net operates, and the method is safe and reliable; continuous measurement can be realized by the advancing of the trolley on the track, the inconvenience of manual handheld measurement operation is solved, and the precision and the efficiency are improved; two monocular cameras are arranged above and below the vehicle body, so that the requirement of installation accuracy of the binocular cameras is avoided, and the deviation of the measurement result caused by the problems of vehicle body shaking, vehicle body inclination relative to the rail plane and the like when only one monocular camera is arranged above the vehicle body can be well solved.
Drawings
FIG. 1 is a schematic view of the structure of the cart in the embodiment;
FIG. 2 is a schematic diagram showing the detection method in the example;
fig. 3 is a detailed calculation chart of geometrical parameters of the overhead line system in the embodiment.
Detailed Description
For a further understanding of the invention, reference should be made to the following detailed description taken in conjunction with the accompanying drawings and examples. It is to be understood that the examples are illustrative of the invention and not limiting.
Examples
As shown in fig. 1 to 3, the present embodiment provides a photogrammetric method for geometric parameters of a catenary, which includes the following steps:
1. wheels 6 of the trolley 5 are placed on the track, and the trolley 5 is freely pushed along the track; the upper line laser 2 emits a light curtain, a light curtain target is formed at the position of a contact line 7, the lower line laser 4 emits a light curtain, and light curtain targets are formed at the positions of steel rails 8 on two sides; the upper camera 1 and the lower camera 3 respectively irradiate obliquely to the contact line 7 and the steel rail 8 to shoot and capture light curtain target pictures;
2. according to the fact that gray values of positions of a contact line 7 and steel rails 8 in a shot picture are different from those of other areas, preliminarily extracting characteristic points of the contact line 7 and the steel rails 8 on two sides in the picture;
3. processing data of the image characteristic points to obtain coordinates of the contact line 7 and the steel rails 8 on two sides in the same coordinate system;
4. the lead-up and pull-out values are calculated from the coordinates.
In the first step, the upper and lower light curtains are positioned in the same plane and perpendicular to the plane of the rail, so that the contact line 7 and the steel rail 8 captured at the same time have no position deviation in the advancing direction of the train.
The third step is specifically as follows:
according to the monocular distance measurement principle and the position and posture relation of two cameras, the coordinates A, B and C of the contact line 7 and the steel rails 8 on two sides under the same coordinate system are obtained, the laser plane coordinate system is set as the same coordinate system, the coordinates are simplified into two dimensions, and the coordinates of three points are respectively (x) 0 ,y 0 )、(x 1 ,y 1 ) And (x) 2 ,y 2 ) And D is the midpoint of the line segment BC, coordinate (x) 3 ,y 3 )=((x 1 +x 2 )/2,(y 1 +y 2 )/2)。
The pose relationship of the two cameras is calibrated in advance when leaving a factory, and the pose calibration process of the two cameras is as follows: the upper camera and the lower camera of the trolley and the line laser are started simultaneously, laser planes emitted by the two line lasers are in the same plane when the line laser is installed, the device can be placed on an optical platform, a world coordinate system is set on the laser plane, sufficient calibration points are obtained through accurate movement of a target on the optical platform in the plane, calibration of the cameras can be completed through a Zhang Zhengyou calibration method or other methods, although the two cameras do not have a common view, calibration points required by respective calibration are in the same world coordinate system, calibration of the two cameras can be completed simultaneously, namely, the position and pose relationship between the internal parameters of each camera and the same world coordinate system is obtained respectively, and further the position and pose relationship between the two camera coordinate systems is obtained.
The fourth step is specifically as follows:
in the two-dimensional coordinate system, a straight line passing through two points B and C is represented by ax + by + C =0, where (a, B, C) = (x) 1 ,y 1 ,1)×(x 2 ,y 2 ,1);(x 1 ,y 1 1) and (x) 2 ,y 2 1) homogeneous coordinates for points B and C, respectively; the distance from the point A to the line segment BC is the lead height value, and the calculation formula is
Figure BDA0003791902910000041
Length of line segment AD
Figure BDA0003791902910000042
So that the pull-out value can be obtained by Pythagorean theorem
Figure BDA0003791902910000043
Figure BDA0003791902910000051
The embodiment also provides a photogrammetric survey device of the geometric parameters of the contact network, which adopts the photogrammetric survey method of the geometric parameters of the contact network and comprises a trolley 1, wherein a set of monocular distance measuring device is respectively arranged at the upper part and the lower part of the trolley 1, each monocular distance measuring device comprises a camera and a line laser, the upper line laser 2 emits a light curtain, a light curtain target is formed at the contact line 7, the lower line laser 4 emits a light curtain, and light curtain targets are formed at the steel rails 8 at two sides; the upper camera 1 and the lower camera 3 respectively irradiate obliquely to the contact line 7 and the steel rail 8 to capture a light curtain target picture.
The trolley can be pushed by the convenient track, the simple structure of the trolley and the simple and reliable algorithm principle are realized, the contact network geometric parameters are subjected to high-precision and non-contact dynamic comprehensive detection through a clear mathematical formula, and particularly under the condition that the trolley is not provided with an inclination angle sensor or a displacement sensor, the occurrence of measurement errors caused by the problems of vehicle body shaking, vehicle body plane inclination relative to the track and the like is avoided, the detection efficiency and the detection precision are improved, and the method has good practical popularization significance.
The processing method of the image collected by the camera comprises the following steps:
according to the acquired line-structured light curtain image, the embodiment designs a special image filter for the contact line, and the image filter has the following structure:
according to the height L (5300-6400) of the contact line, determining that the laser line is imaged on the contact line and corresponds to H pixels of vertical height on an image picture, and the width W of the laser line, and according to the values of H and W, the embodiment designs a corresponding filter for eliminating the influence of other background images on the detection of the contact line.
Determining a horizontal direction filter:
x g (i,j)=(f(i-w/2,j-1)+f(i-w/2,j)f(i-w/2,j+1))-(f(i+w/2,j-1)+f(i+w/2,j)f(i+w/2,j+1))
the larger value of the response of the horizontal filter is the position of the contact line.
Determining a vertical direction filter:
y g (i,j)=(f(i-1,j-h/2)+f(i,j-h/2)f(i+1,j-h/2))-(f(i-1,j+h/2)+f(i,j+h/2)f(i+1,j+h/2))
the larger response value of the vertical filter is the position of various intersections of the laser line and the contact net.
The position where the filters in the vertical direction and the horizontal direction are relatively large is the intersection position of the laser line and the contact line, and the contact line height and the pull-out value can be obtained by adopting a gray scale gravity center method and the previous calculation method based on the image at the position.
The present invention and its embodiments have been described above schematically, without limitation, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, without departing from the spirit of the present invention, a person of ordinary skill in the art should understand that the present invention shall not be limited to the embodiments and the similar structural modes without creative design.

Claims (6)

1. A photogrammetry method for geometrical parameters of a contact net is characterized in that: the method comprises the following steps:
1. placing the trolley on the track, and freely pushing the trolley along the track; the upper line laser emits a light curtain, a light curtain target is formed at the contact line, the lower line laser emits a light curtain, and light curtain targets are formed at the steel rails at two sides; the upper camera and the lower camera respectively shoot obliquely the contact line and the steel rail to capture a light curtain target picture;
2. preliminarily extracting characteristic points of the contact line and the steel rails on two sides in the image according to the fact that the gray values of the positions of the contact line and the steel rails in the shot image are different from those of other areas;
3. carrying out data processing on the image characteristic points to obtain coordinates of the contact line and the steel rails on two sides under the same coordinate system;
4. the lead-up and pull-out values are calculated from the coordinates.
2. The photogrammetry method for geometric parameters of overhead contact systems according to claim 1, characterized in that: in the first step, the upper light curtain and the lower light curtain are positioned in the same plane and are perpendicular to the plane of the track, so that the contact line and the steel rail captured at the same time are ensured to have no position deviation in the advancing direction of the train.
3. The photogrammetric method of the geometric parameters of the overhead line system of claim 1, characterized in that: the third step is specifically as follows:
according to the monocular distance measurement principle and the position and posture relation of two cameras, the coordinates A, B and C of the contact line and the steel rails on two sides under the same coordinate system are obtained, the laser plane coordinate system is set as the same coordinate system, the coordinates are simplified into two dimensions, and the coordinates of three points are (x) respectively 0 ,y 0 )、(x 1 ,y 1 ) And (x) 2 ,y 2 ) And D is the midpoint of the line segment BC, coordinate (x) 3 ,y 3 )=((x 1 +x 2 )/2,(y 1 +y 2 )/2)。
4. The photogrammetry method of catenary geometric parameters of claim 3, characterized in that: the pose relationship of the two cameras is calibrated in advance when leaving a factory, and the pose calibration process of the two cameras is as follows: the upper camera and the lower camera of the trolley and the line laser are started simultaneously, laser planes emitted by the two line lasers are in the same plane when the line laser is installed, the device can be placed on an optical platform, a world coordinate system is set on the laser plane, sufficient calibration points are obtained through accurate movement of a target on the optical platform in the plane, calibration of the cameras can be completed through a Zhang Zhengyou calibration method or other methods, although the two cameras do not have a common view, calibration points required by respective calibration are in the same world coordinate system, calibration of the two cameras can be completed simultaneously, namely, the position and pose relationship between the internal parameters of each camera and the same world coordinate system is obtained respectively, and further the position and pose relationship between the two camera coordinate systems is obtained.
5. The photogrammetry method for geometric parameters of overhead contact systems according to claim 1, characterized in that: the fourth step is specifically as follows:
in the two-dimensional coordinate system, a straight line passing through two points B and C is represented by ax + by + C =0, where (a, B, C) = (x) 1 ,y 1 ,1)×(x 2 ,y 2 ,1);(x 1 ,y 1 1) and (x) 2 ,y 2 1) homogeneous coordinates of points B and C, respectively; the distance from the point A to the line segment BC is the lead height value, and the calculation formula is
Figure FDA0003791902900000021
Length of line segment AD
Figure FDA0003791902900000022
So that the pull-out value can be obtained by Pythagorean theorem
Figure FDA0003791902900000023
Figure FDA0003791902900000024
6. The utility model provides a contact net geometric parameters's photogrammetric survey device which characterized in that: the photogrammetry method for the geometric parameters of the overhead line system adopts any one of claims 1 to 5, and comprises a trolley, wherein a set of monocular distance measuring devices are respectively arranged above and below the trolley, each monocular distance measuring device comprises a camera and a line laser, the upper line laser emits a light curtain, a light curtain target is formed at a contact line, the lower line laser emits a light curtain, and light curtain targets are formed at steel rails at two sides; the upper camera and the lower camera respectively irradiate obliquely to the contact line and the steel rail to shoot and capture a light curtain target picture.
CN202210957367.7A 2022-08-10 2022-08-10 Photogrammetry method and device for geometric parameters of overhead contact system Active CN115451826B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210957367.7A CN115451826B (en) 2022-08-10 2022-08-10 Photogrammetry method and device for geometric parameters of overhead contact system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210957367.7A CN115451826B (en) 2022-08-10 2022-08-10 Photogrammetry method and device for geometric parameters of overhead contact system

Publications (2)

Publication Number Publication Date
CN115451826A true CN115451826A (en) 2022-12-09
CN115451826B CN115451826B (en) 2023-05-30

Family

ID=84298202

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210957367.7A Active CN115451826B (en) 2022-08-10 2022-08-10 Photogrammetry method and device for geometric parameters of overhead contact system

Country Status (1)

Country Link
CN (1) CN115451826B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117781878A (en) * 2024-02-28 2024-03-29 四川拓及轨道交通设备股份有限公司 Empty rail contact net state detection method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2849715Y (en) * 2005-11-29 2006-12-20 上海铁路局科学技术研究所 Contactless CCD high-speed dynamic detector
CN101045459A (en) * 2005-11-29 2007-10-03 上海铁路局科学技术研究所 Contactless CCD high speed dynamic detection device
CN107678036A (en) * 2017-08-15 2018-02-09 株洲嘉成科技发展有限公司 A kind of vehicle-mounted contactless contact net geometric parameter dynamic detection system and method
CN107702646A (en) * 2017-10-11 2018-02-16 成都国铁电气设备有限公司 A kind of contact net Abrasion detecting method and system
CN107727521A (en) * 2017-10-31 2018-02-23 西南交通大学 A kind of Contact Net's Suspension Chord fatigue test method and device
CN208419969U (en) * 2018-07-10 2019-01-22 中国铁路上海局集团有限公司科学技术研究所 A kind of high ferroelectricity business trackside equipment status visualization intelligent checking system
CN109282751A (en) * 2018-05-15 2019-01-29 苏州华眸智能科技有限公司 A kind of contact net geometrical parameter dynamic measurement System and method for based on laser ranging
US20190126777A1 (en) * 2016-04-19 2019-05-02 Mer Mec S.P.A. Optical system for measuring contact strength between pantograph and overhead line
CN111587202A (en) * 2018-02-02 2020-08-25 普拉塞-陶伊尔铁路机械出口股份有限公司 Rail vehicle and method for measuring a track section
CN112785654A (en) * 2021-01-21 2021-05-11 中国铁道科学研究院集团有限公司基础设施检测研究所 Calibration method and device for track geometry detection system

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2849715Y (en) * 2005-11-29 2006-12-20 上海铁路局科学技术研究所 Contactless CCD high-speed dynamic detector
CN101045459A (en) * 2005-11-29 2007-10-03 上海铁路局科学技术研究所 Contactless CCD high speed dynamic detection device
US20190126777A1 (en) * 2016-04-19 2019-05-02 Mer Mec S.P.A. Optical system for measuring contact strength between pantograph and overhead line
CN107678036A (en) * 2017-08-15 2018-02-09 株洲嘉成科技发展有限公司 A kind of vehicle-mounted contactless contact net geometric parameter dynamic detection system and method
CN107702646A (en) * 2017-10-11 2018-02-16 成都国铁电气设备有限公司 A kind of contact net Abrasion detecting method and system
CN107727521A (en) * 2017-10-31 2018-02-23 西南交通大学 A kind of Contact Net's Suspension Chord fatigue test method and device
CN111587202A (en) * 2018-02-02 2020-08-25 普拉塞-陶伊尔铁路机械出口股份有限公司 Rail vehicle and method for measuring a track section
CN109282751A (en) * 2018-05-15 2019-01-29 苏州华眸智能科技有限公司 A kind of contact net geometrical parameter dynamic measurement System and method for based on laser ranging
CN208419969U (en) * 2018-07-10 2019-01-22 中国铁路上海局集团有限公司科学技术研究所 A kind of high ferroelectricity business trackside equipment status visualization intelligent checking system
CN112785654A (en) * 2021-01-21 2021-05-11 中国铁道科学研究院集团有限公司基础设施检测研究所 Calibration method and device for track geometry detection system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
武雷;薛晓利;: "一种非接触式接触网动态拉出值实时测量方法", no. 01, pages 11 - 15 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117781878A (en) * 2024-02-28 2024-03-29 四川拓及轨道交通设备股份有限公司 Empty rail contact net state detection method

Also Published As

Publication number Publication date
CN115451826B (en) 2023-05-30

Similar Documents

Publication Publication Date Title
CN106871805B (en) vehicle-mounted rail gauge measuring system and measuring method
CN104567708B (en) Full section of tunnel high speed dynamical health detection means and method based on active panoramic vision
CN108778889B (en) Method and measuring system for detecting a fixed point beside a track
CN113009456B (en) Vehicle-mounted laser radar data calibration method, device and system
CN107187464B (en) Track slab detection vehicle, system and method
CN104260751B (en) The high-speed railway rail center line detecting system of a kind of Multi-sensor Fusion and detection method
CN105674896A (en) Catenary geometrical parameter dynamic detection method based on triangulation
CN104748685A (en) Dynamic measurement method of geometric parameters of overhead contact system
CN111021206B (en) Road surface flatness detection method and system
CN112172862A (en) Multifunctional track detection system
CN206420439U (en) Contact net geometric parameter detection means based on machine vision
CN206781779U (en) Laser scanning rail gauge measuring apparatus under a kind of track checking car
CN111307078A (en) Track irregularity detection method and system based on four-point chord measurement method
EA039709B1 (en) Rail vehicle and method for surveying a track section
CN108502729B (en) Intelligent detection trolley, detection system and detection method for overhead track of hoisting machinery
CN203310400U (en) Limit detection system
CN110160477A (en) Contact net based on monocular vision leads high and pull-out value detection device and method
CN106970581A (en) A kind of train pantograph real-time intelligent monitoring method and system based on the three-dimensional full visual angle of unmanned aerial vehicle group
CN106524924A (en) Track inspection vehicle position and attitude measurement system and method based on optical/inertia combination
TW201936431A (en) Rail three-dimensional detection system
CN115451826A (en) Photogrammetry method and device for geometric parameters of contact network
CN108020162B (en) Rail gauge based on two-dimensional laser scanning and triangle principle and use method thereof
CN113063361A (en) Symmetrical rail contact net detection device and detection method
CN110158381B (en) Rapid measurement method and system for track smoothness
RU116862U1 (en) DEVICE FOR DETERMINING SPATIAL PARAMETERS OF OBJECTS OF RAILWAY INFRASTRUCTURE

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