TWI676001B - Detection device and detection method for traffic route equipment - Google Patents

Detection device and detection method for traffic route equipment Download PDF

Info

Publication number
TWI676001B
TWI676001B TW107123148A TW107123148A TWI676001B TW I676001 B TWI676001 B TW I676001B TW 107123148 A TW107123148 A TW 107123148A TW 107123148 A TW107123148 A TW 107123148A TW I676001 B TWI676001 B TW I676001B
Authority
TW
Taiwan
Prior art keywords
circle
center point
coordinates
traffic route
radius
Prior art date
Application number
TW107123148A
Other languages
Chinese (zh)
Other versions
TW201915431A (en
Inventor
荒木正樹
Masaki Araki
大曾根淳
Jun Osone
神田宏幸
Hiroyuki Kanda
龜田真希夫
Makio Kameda
Original Assignee
日商日立高新技術高精細系統股份有限公司
Hitachi High-Tech Fine Systems Corporation
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 日商日立高新技術高精細系統股份有限公司, Hitachi High-Tech Fine Systems Corporation filed Critical 日商日立高新技術高精細系統股份有限公司
Publication of TW201915431A publication Critical patent/TW201915431A/en
Application granted granted Critical
Publication of TWI676001B publication Critical patent/TWI676001B/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61KAUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K9/00Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
    • B61K9/08Measuring installations for surveying permanent way
    • 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

Landscapes

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

Abstract

演算迴路33,使用圓的最小平方法,將來自輪廓資料之構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算(步驟102)。然後,通過具有經演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標(步驟103)。接著,使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標(步驟104)。然後,自選出的座標測出交通路線設備的位置(步驟105)。The calculation circuit 33 calculates the coordinates and the radius of the center point of the circle of the arc from the contour portion of the curved portion of the curve of the traffic route device using the circle least square method (step 102). Then, the coordinates of the center point of the circle having the same radius as the radius of the circle having the arc specified by the specifications of the traffic route device are calculated from two points on the circumference of the circle having the calculated center point and the radius. (Step 103). Next, the coordinates of the calculated center point are gradually shifted in each axis direction of the coordinate axis, and the sum of the squares of the errors between the radius calculated from the profile data and the radius of the circle of the arc specified by the specifications is individually minimized. Coordinates (step 104). Then, the position of the traffic route device is measured from the selected coordinates (step 105).

Description

交通路線設備的檢測裝置及檢測方法Detection device and detection method for traffic route equipment

本發明係關於一種使用雷射光檢測交通路線設備的形狀、位置等的交通路線設備的檢測裝置及檢測方法,特別是關於一種適用於將以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的檢測予以進行的交通路線設備的檢測裝置及檢測方法。另外,本發明中所稱的交通路線設備,係指構成交通設施的交通路線的設備。The invention relates to a detection device and a detection method for a traffic route device that uses laser light to detect the shape and position of a traffic route device, and more particularly to a traffic route suitable for covering a part of a surface formed by an arc with a structure. Detection device and detection method for traffic route equipment to perform equipment detection. In addition, the traffic route equipment referred to in the present invention refers to equipment constituting a traffic route of a traffic facility.

例如鐵道的線路中,設置有車輛行走的鐵軌(軌道)、供電用的架空電線或第三軌(第三軌條)等的交通路線設備。為了鐵道的安全的運行,這些交通路線設備的保養、檢查係為必要。For example, railroad lines are provided with transportation equipment such as railroad tracks (tracks) on which vehicles travel, overhead power lines for power supply, or third rails (third rails). For the safe operation of the railway, the maintenance and inspection system of these transportation routes are necessary.

習知鐵軌或架空電線在檢查之際,檢測鐵軌或是架空電線的形狀、位置等的檢測裝置當中,使用雷射位移計等的二維感測器。例如作為檢測鐵軌形狀的方法,專利文獻1當中已揭露使用二維感測器取得鐵軌輪廓資料的技術。 [先前技術文獻] [專利文獻]It is known that two-dimensional sensors such as laser displacement meters are used in detection devices that detect the shape and position of rails or overhead wires during the inspection of rails or overhead wires. For example, as a method for detecting the shape of a railroad track, Patent Document 1 discloses a technique for acquiring railroad track profile data using a two-dimensional sensor. [Prior Art Literature] [Patent Literature]

[專利文獻1]日本特開2014-199208號公報[Patent Document 1] Japanese Patent Laid-Open No. 2014-199208

[發明所欲解決之問題] 相對於鐵軌或架空電線的表面並無覆蓋保護罩等結構物,在供電用的第三軌的周圍基於為了保護第三軌免於風雨等亦為了預防保養作業時或人員跌落至線路之際的觸電事故等,而設置有保護罩,第三軌的表面的大部分被保護罩所遮蔽。因此,若要使用雷射光檢測第三軌的形狀、位置等時,會有被保護罩遮蔽部分的輪廓資料產生遺失,或是因保護罩致使雷射光被散射之散射光造成雜訊,而無法精確檢測第三軌的形狀、位置等的問題。[Problems to be Solved by the Invention] The surface of the rail or overhead wire is not covered with structures such as a protective cover. The third rail for power supply is used to protect the third rail from wind and rain and to prevent maintenance operations. Or an electric shock when a person falls to the line, etc., a protective cover is provided, and most of the surface of the third rail is covered by the protective cover. Therefore, if you want to use laser light to detect the shape and position of the third track, the outline data of the part covered by the protective cover will be lost, or the scattered light caused by the scattered light of the laser light due to the protective cover will cause noise, which cannot Accurately detect problems with the shape and position of the third track.

本發明的課題係為高精確度地測出以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的位置。 [解決問題之技術手段]The subject of the present invention is to accurately measure the position of a traffic route device where a part of a surface formed by an arc is covered with a structure. [Technical means to solve problems]

本發明的交通路線設備的檢測裝置,包含一雷射光源,係對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備照射雷射光;一感測器,接收雷射光因交通路線設備而散射的散射光,而輸出圖像訊號;以及一處理裝置,將來自感測器輸出的圖像訊號作為輪廓資料處理而測出交通路線設備的位置,其中處理裝置包含一演算迴路,係使用圓的最小平方法,將來自輪廓資料之構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算,通過具有經演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標,使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標,自選出的座標測出交通路線設備的位置。The detection device for a traffic route device of the present invention includes a laser light source, which irradiates laser light to a traffic route device whose part of a surface formed by an arc is covered by a structure; a sensor that receives laser light due to the traffic route device And the scattered scattered light to output an image signal; and a processing device that processes the image signal from the sensor as contour data to detect the position of the traffic route equipment, wherein the processing device includes a calculation circuit and is used The circle least square method calculates the coordinates and radius of the center point of a circle of an arc from the contour portion of the curve portion of the section of the traffic route equipment, and calculates the circumference of the circle with the calculated center point coordinates and radius. At the two points above, the coordinates of the center point of a circle with the same radius as the circle having an arc specified by the specifications of the traffic route equipment are calculated, and the coordinates of the calculated center point are gradually shifted in the respective directions of the coordinate axis. , Respectively, select the total of the squares of the errors between the radius calculated from the profile data and the radius of the circle of the arc specified by the specifications. The coordinates of the smallest, self-selected coordinate measuring device of the position of transportation routes.

此外,本發明的交通路線設備的檢測方法,包含下列步驟:對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備自雷射光源照射雷射光;藉由感測器接收雷射光因交通路線設備而散射的散射光;將來自感測器輸出的圖像訊號作為輪廓資料處理;使用圓的最小平方法將來自輪廓資料之構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算;通過具有演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標;使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標;以及自選出的座標測出交通路線設備的位置。In addition, the method for detecting a traffic route device of the present invention includes the following steps: for a traffic route device whose part of the surface formed by an arc is covered by a structure, radiates laser light from a laser light source; and receives a laser light factor by a sensor Scattered light scattered by traffic route equipment; process image signals from sensors as contour data; use the circle least square method to round out the circular arc from the contour data that constitutes the curved portion of the cross section of the traffic route equipment The coordinates of the center point and the radius are calculated; from the two points on the circumference of the circle with the calculated center point coordinates and the radius, the radius of a circle with an arc specified by the specifications of the traffic route equipment is calculated to be the same radius The coordinates of the center point of the circle; the coordinates of the calculated center point are shifted in stages along the axes of the coordinate axis, and the square of the error between the radius calculated from the profile data and the radius of the circle of the arc specified by the specifications is selected individually The sum of the coordinates becomes the smallest coordinate; and the coordinates of the selected route determine the location of the traffic route equipment.

習知係從輪廓資料,使用通過三點的圓的方程式,演算構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑,自演算的中心點的座標及半徑測出交通路線設備的位置。然而,交通路線設備的以圓弧形成的表面的一部分被結構物所遮蔽的場合,由於被結構物遮蔽部分的輪廓資料的遺失的原因,而無法精確良好地測出交通路線設備的位置。本發明係使用圓的最小平方法,通過具有經演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標。接著,使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標。就算輪廓資料有所遺失,使用交通路線設備的規格所規定的圓弧的圓的半徑,亦使構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標被精確良好地求出。接著,自選出的座標測出交通路線設備的位置,故以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的位置被高精確度地測出。The conventional system calculates the coordinates and radius of the center point of the circle of the arc that constitutes the curve part of the cross section of the traffic route device using the equation of a circle passing through three points from the contour data, and measures the coordinates and radius of the center point from the calculation. Location of traffic route equipment. However, when a part of the surface of the traffic route device formed by an arc is covered by a structure, the position of the traffic route device cannot be accurately and accurately measured due to the loss of the profile data of the part covered by the structure. The present invention uses a circle least square method to calculate the radius of a circle having an arc defined by the specifications of a traffic route device from two points on the circumference of a circle having a calculated center point coordinate and a radius. The coordinates of the center point of the circle of radius. Next, the coordinates of the calculated center point are gradually shifted in each axis direction of the coordinate axis, and the sum of the squares of the errors between the radius calculated from the profile data and the radius of the circle of the arc specified by the specifications is individually minimized coordinate. Even if the profile data is missing, the coordinates of the center point of the circle of the arc that constitutes the curved part of the cross section of the traffic route device are accurately and well calculated using the radius of the circle specified by the specifications of the traffic route device. . Then, the position of the traffic route device is measured from the selected coordinates, so the position of the traffic route device whose part of the surface formed by the arc is covered by the structure is measured with high accuracy.

再者,本發明的交通路線設備的檢測裝置及檢測方法,其中使用圓的最小平方法,在將構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,除去來自輪廓資料因結構物致使雷射光被散射之散射光所造成的雜訊成分,使用經除去雜訊成分的輪廓資料,進行以後的處理。來自交通路線設備的周圍的結構物的散射光造成的雜訊成分受到排除,而使以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的位置被高精確度地測出。Furthermore, the detection device and detection method for a traffic route device of the present invention uses a circle least square method before calculating the coordinates and radius of a center point of a circle of an arc constituting a curved portion of a cross section of a traffic route device. , Remove the noise components caused by the scattered light from the profile data that caused the laser light to be scattered due to the structure, and use the profile data after removing the noise components for subsequent processing. The noise component caused by the scattered light from the surrounding structure of the traffic route device is eliminated, and the position of the traffic route device whose part of the surface formed by the arc is covered by the structure is detected with high accuracy.

再者,本發明的交通路線設備的檢測裝置及檢測方法,其中使用位於輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有經演算的中心點的座標及半徑的圓的圓周上的二點。Furthermore, the detection device and detection method of the traffic route device of the present invention use a point located near the contour data with the same Y coordinate as the center point, and rotating the point from the center point by -30 ° to -90 °. The points at arbitrary angular positions are two points on the circumference of a circle having the coordinates of the calculated center point and the radius.

再者,本發明的交通路線設備的檢測裝置及檢測方法,其中使算出的中心點的座標於座標軸的各軸方向階段地位移之際,使感測器的解析度為低的軸方向的座標相較於感測器的解析度為高的軸方向的座標予以更廣範圍地位移。感測器的解析度為低的軸方向的半徑的誤差,相較於感測器的解析度為高的軸方向的半徑的誤差會被算出更多,據以因應感測器的解析度的軸方向的不同,適切地進行中心點的座標的選出。Furthermore, in the detection device and detection method for a traffic route device according to the present invention, when the coordinates of the calculated center point are gradually shifted in each axis direction of the coordinate axis, the resolution of the sensor is set to a low axis coordinate. Compared to the high-axis coordinate of the sensor, the resolution is shifted more widely. The error of the radius of the sensor in the axial direction with a low resolution is calculated more than the error of the radius in the axial direction with a high resolution of the sensor, so that it is based on the resolution of the sensor. Depending on the axis direction, the coordinates of the center point are selected appropriately.

抑或本發明的交通路線設備的檢測裝置,包含一雷射光源,係對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備照射雷射光;一感測器,接收雷射光因交通路線設備而散射的散射光,而輸出圖像訊號;以及一處理裝置,將來自感測器輸出的圖像訊號作為輪廓資料處理而測出交通路線設備的位置,其中處理裝置包含一演算迴路,係使用圓的最小平方法,將來自輪廓資料之構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算,通過具有經演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標,自算出的中心點的座標測出交通路線設備的位置。Or the detection device of the traffic route device of the present invention includes a laser light source, which irradiates laser light to the traffic route device whose part of the surface formed by the arc is covered by a structure; a sensor that receives the laser light due to the traffic route The scattered light scattered by the device and output the image signal; and a processing device for processing the image signal output from the sensor as contour data to detect the position of the traffic route device, wherein the processing device includes a calculation circuit, The circle least square method is used to calculate the coordinates and radius of the center point of an arc of a circle from the curve portion of the profile of the traffic route equipment. The circle has the coordinates of the calculated center point and the radius of the circle. At two points on the circumference, the coordinates of the center point of a circle having the same radius as an arc specified by the specifications of the traffic route device are calculated, and the position of the traffic route device is measured from the calculated coordinates of the center point.

另外,本發明的交通路線設備的檢測方法,包含下列步驟:對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備自雷射光源照射雷射光;藉由感測器接收雷射光因交通路線設備而散射的散射光;將來自感測器輸出的圖像訊號作為輪廓資料處理;使用圓的最小平方法將來自輪廓資料之構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算;通過具有演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標,自算出的中心點的座標測出交通路線設備的位置。 [對照先前技術之功效]In addition, the method for detecting a traffic route device of the present invention includes the following steps: for a traffic route device whose part of a surface formed by an arc is covered by a structure, radiates laser light from a laser light source; and receives a laser light factor by a sensor Scattered light scattered by traffic route equipment; process image signals from sensors as contour data; use the circle least square method to round out the circular arc from the contour data that constitutes the curved portion of the cross section of the traffic route equipment The coordinates of the center point and the radius are calculated; from the two points on the circumference of the circle with the calculated center point coordinates and the radius, the radius of a circle with an arc specified by the specifications of the traffic route equipment is calculated to be the same radius The coordinates of the center point of the circle. From the calculated coordinates of the center point, the position of the traffic route equipment is measured. [Contrast with the effect of the prior art]

根據本發明,便能夠高精確度地測出以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的位置。According to the present invention, it is possible to accurately detect the position of a traffic route device in which a part of a surface formed by an arc is covered by a structure.

再者,使用圓的最小平方法,在將構成交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,將來自輪廓資料因結構物致使雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理,藉此排除來自交通路線設備的周圍的結構物的散射光造成的雜訊成分的影響,而能夠更高精確度地測出以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備的位置。In addition, using the circle least square method, before calculating the coordinates and the radius of the center point of the circle of the arc that constitutes the curved part of the cross section of the traffic route device, the laser light from the profile data is scattered due to the structure. The noise component caused by the scattered light is removed, and the contour data after removing the noise component is used for subsequent processing, thereby eliminating the influence of the noise component caused by the scattered light from the surrounding structures of the traffic route equipment, and The position of the traffic route device where a part of the surface formed by the arc is covered by the structure can be detected with higher accuracy.

再者,使用位於輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有經演算的中心點的座標及半徑的圓的圓周上的二點,藉此,通過二點算出具有與交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標之際,能夠更提升算出的中心點的座標的精確度。Furthermore, a point located near the contour data with the same Y coordinate as the center point, and a point where the point is rotated from the center point to an arbitrary angle between -30 ° and -90 °, is used as a calculation The coordinates of the center point of the center and two points on the circumference of the circle. From these two points, the coordinates of the center point of a circle with the same radius as a circle with an arc specified by the specifications of the traffic route equipment are calculated from the two points. In this case, the accuracy of the coordinates of the calculated center point can be further improved.

再者,使算出的中心點的座標於座標軸的各軸方向階段地位移之際,使感測器的解析度為低的軸方向的座標相較於感測器的解析度為高的軸方向的座標予以更廣範圍地位移,藉此因應感測器的解析度的軸方向的不同,而適切地進行中心點的座標的選出。In addition, when the coordinates of the calculated center point are gradually shifted in the respective axial directions of the coordinate axis, the coordinates of the axial direction where the resolution of the sensor is low are compared with the axial directions where the resolution of the sensor is high. The coordinates of the sensor are shifted in a wider range, thereby selecting the coordinates of the center point appropriately according to the difference in the axial direction of the resolution of the sensor.

抑或省略使算出的中心點的座標於座標軸的各軸方向階段地位移各別選出自輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標的處理,藉此能夠提升精確度。Or omit the coordinates that minimize the sum of the squares of the errors between the calculated center point and the axis of the coordinate axis, which are selected in stages, and the sum of the squares of the errors between the radius calculated from the profile data and the radius of the circle specified by the specification is minimized Processing, which can improve accuracy.

〔檢測裝置的構成〕 圖1係表示根據本發明的一實施例的交通路線設備的檢測裝置的概略構成的圖。本實施例係表示檢測鋪設於鐵道的線路的供電用的第三軌的形狀、位置等的檢測裝置的範例。檢測裝置100係為包含感測器元件10、控制裝置20、距離脈衝產生器23及處理裝置30所構成。感測器元件10設置於檢測車輛或營業車輛的底盤下。控制裝置20、距離脈衝產生器23及處理裝置30則搭載於檢測車輛或營業車輛。另外,以下的說明中,以檢測車輛作為範例說明。[Configuration of Detection Device] FIG. 1 is a diagram showing a schematic configuration of a detection device for a traffic route device according to an embodiment of the present invention. This embodiment shows an example of a detection device that detects the shape, position, and the like of a third rail for power supply of a line laid on a railway. The detection device 100 includes a sensor element 10, a control device 20, a distance pulse generator 23, and a processing device 30. The sensor element 10 is disposed under a chassis of a detection vehicle or a business vehicle. The control device 20, the distance pulse generator 23, and the processing device 30 are mounted on a detection vehicle or a business vehicle. In the following description, a vehicle detection is taken as an example.

感測器元件10係為包含雷射光源11,柱面透鏡12、聚光透鏡13及感測器14所構成。雷射光源11由例如雷射二極體等組成而產生雷射光束。來自雷射光源11產生的雷射光束藉由柱面透鏡12擴散而從感測器元件10照射。The sensor element 10 includes a laser light source 11, a cylindrical lens 12, a condenser lens 13, and a sensor 14. The laser light source 11 is composed of, for example, a laser diode and the like to generate a laser beam. The laser beam generated from the laser light source 11 is diffused by the cylindrical lens 12 and irradiated from the sensor element 10.

圖2係說明感測器元件的動作的圖。地下鐵的線路等處,在鋪設於枕木1上的鐵軌2的一側的旁邊,依指定高度鋪設有供電用的第三軌3。在檢測車輛5及營業車輛的底盤下的台車的側面,安裝有未圖示的集電用的集電靴(collector shoe),藉由集電靴接觸經通電的第三軌3,而對檢測車輛5及營業車輛進行電力的供給。於第三軌3的附近,保護罩4緊靠第三軌3而設置。感測器元件10則設置於檢測車輛5的底盤下的車架。從感測器元件10照射的雷射光係對第三軌3照射。接著,被照射的雷射光因第三軌3致使散射而產生散射光。FIG. 2 is a diagram illustrating the operation of the sensor element. A third rail 3 for power supply is laid at a designated height next to a side of the rail 2 laid on the sleeper 1 on a subway line or the like. A collector shoe (not shown) for collecting electricity is installed on the side of the vehicle under the chassis of the inspection vehicle 5 and the commercial vehicle. The collector shoe contacts the third rail 3 which is energized to detect the current. The vehicle 5 and the business vehicle supply power. In the vicinity of the third rail 3, the protective cover 4 is disposed close to the third rail 3. The sensor element 10 is disposed on a frame under the chassis of the detection vehicle 5. The laser light emitted from the sensor element 10 irradiates the third rail 3. Then, the irradiated laser light is scattered by the third track 3, and scattered light is generated.

圖1中,因第三軌致使散射的雷射光,聚光於聚光透鏡13而於感光於感測器14的感光面。感測器14由例如CCD直線感測器等構成,且輸出因應接收的散射光的強度的圖像訊號。In FIG. 1, the scattered laser light caused by the third track is condensed on the condenser lens 13 and is photosensitive on the photosensitive surface of the sensor 14. The sensor 14 is composed of, for example, a CCD linear sensor, and outputs an image signal corresponding to the intensity of the received scattered light.

圖3係表示第三軌的一範例的圖。第三軌3的本體由例如鋁等的導電性良好的金屬構成。位於第三軌3的上部或下部的集電靴所接觸的接觸面,安裝有由不鏽鋼構成的保護板3a、保護板3b,防止接觸面的磨耗。本實施例中,形成第三軌3的保護板3b的表面的曲線部分的圓弧的圓的半徑的值,係為第三軌3的規格所規定的「R」公釐。FIG. 3 is a diagram showing an example of the third track. The body of the third rail 3 is made of a highly conductive metal such as aluminum. A protective plate 3a and a protective plate 3b made of stainless steel are mounted on the contact surfaces of the current collecting shoes located on the upper or lower portion of the third rail 3 to prevent abrasion of the contact surfaces. In this embodiment, the value of the radius of the circle of the arc of the curved portion of the surface of the protective plate 3b of the third rail 3 is "R" mm specified by the specifications of the third rail 3.

圖1中,控制裝置20係為包含控制迴路21及記憶體22所構成。距離脈衝產生器23在檢測車輛每次行走指定的距離時,會產生表示檢測車輛的行走方向的位置資訊的距離脈衝。控制迴路21將來自感測器14輸出的圖像訊號與來自距離脈衝產生器23產生的距離脈衝予以一同收集,儲存至記憶體22。In FIG. 1, the control device 20 includes a control circuit 21 and a memory 22. The distance pulse generator 23 generates a distance pulse indicating the position information of the detection vehicle's running direction each time the vehicle detects a specified distance. The control circuit 21 collects the image signals output from the sensor 14 and the distance pulses generated from the distance pulse generator 23 and stores them in the memory 22.

處理裝置30由例如個人電腦(PC)等構成,係為包含CPU 31、記憶體32及演算迴路33所構成。控制裝置20的記憶體22所儲存的距離脈衝及圖像訊號會被轉送至記憶體32。CPU 31係自記憶體32所儲存的距離脈衝,判斷記憶體32所儲存的圖像訊號為檢測車輛的行走方向的哪一個位置者,而將各圖像訊號作為其位置的輪廓資料儲存至記憶體32。演算迴路33藉由CPU 31的控制,對記憶體32儲存的輪廓資料進行以下說明的處理,而測出第三軌3的位置。The processing device 30 is composed of, for example, a personal computer (PC), and is configured to include a CPU 31, a memory 32, and a calculation circuit 33. The distance pulses and image signals stored in the memory 22 of the control device 20 are transferred to the memory 32. The CPU 31 is based on the distance pulse stored in the memory 32, and judges which image signal stored in the memory 32 is to detect which position in the vehicle's walking direction, and stores each image signal in the memory as contour data of its position. Body 32. The calculation circuit 33 controls the contour data stored in the memory 32 under the control of the CPU 31 to measure the position of the third track 3 as described below.

另外,本實施例中,輪廓資料的X座標係表示圖2的圖面橫向的位置,輪廓檔案的Y座標係表示圖2的圖面縱向(被檢測物之第三軌3的Z軸方向)的位置。如圖2所示,第三軌3大部分被保護罩4所覆蓋,本實施例中,僅針對第三軌3的下部的接觸面的未被保護罩4覆蓋的部分取得輪廓資料。In addition, in this embodiment, the X-coordinate system of the profile data represents the lateral position of the drawing in FIG. 2, and the Y-coordinate system of the profile file represents the longitudinal direction of the drawing in FIG. 2 (the Z-axis direction of the third track 3 of the object) s position. As shown in FIG. 2, the third rail 3 is mostly covered by the protective cover 4. In this embodiment, the profile data is obtained only for the portion of the lower contact surface of the third rail 3 that is not covered by the protective cover 4.

〔演算迴路的動作〕 (第一實施例) 圖4係表示根據本發明的一實施例的演算迴路的動作的流程圖。首先,演算迴路33將來自第三軌3的輪廓資料因保護罩4致使雷射光被散射之散射光所造成的雜訊成分予以除去(步驟101)。接下來,演算迴路33對經步驟101中所除去雜訊成分的輪廓資料,進行以圓的最小平方法的處理,而演算構成第三軌3的截面的曲線部分的圓弧的圓的中心點的座標及半徑(步驟102)。然後,演算迴路33通過具有步驟102中所演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與第三軌3的規格所規定的圓弧的圓的半徑R係為相同半徑的圓的中心點的座標,將中心點的位置予以補正(步驟103)。再者,演算迴路33進行擬合處理,使步驟103中所算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自步驟101中經除去雜訊成分的輪廓資料所算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標(步驟104)。接著,演算迴路33自步驟104中所選出的中心點的座標,測出第三軌3的位置(步驟105)。以下針對各步驟的處理加以詳述。[Operation of Calculation Circuit] (First Embodiment) FIG. 4 is a flowchart showing the operation of the calculation circuit according to an embodiment of the present invention. First, the calculation circuit 33 removes noise components caused by the scattered data of the outline data from the third track 3 caused by the laser light being scattered by the protective cover 4 (step 101). Next, the calculation circuit 33 performs the processing of the contour data of the noise component removed in step 101 by a circle least square method, and calculates the center point of the circle of the arc constituting the curved portion of the cross section of the third rail 3 Coordinates and radius (step 102). Then, the calculation circuit 33 calculates the radius R of a circle having an arc defined by the specifications of the third rail 3 from two points on the circumference of the circle having the coordinates of the center point calculated in step 102 and the radius. The coordinates of the center point of the circle with a radius, and the position of the center point is corrected (step 103). In addition, the calculation circuit 33 performs a fitting process to gradually shift the coordinates of the center point calculated in step 103 in each axis direction of the coordinate axis, and individually selects the calculated data from the contour data after removing the noise component in step 101 The sum of the squares of the errors between the radius and the radius of the circle of the arc specified by the specification becomes the smallest coordinate (step 104). Next, the calculation circuit 33 measures the position of the third rail 3 from the coordinates of the center point selected in step 104 (step 105). The processing of each step is described in detail below.

(雜訊成分的除去) 圖5係為說明圖4的步驟101中雜訊成分的除去的圖。首先,演算迴路33將來自第三軌3的輪廓資料,進行與接下來說明的以圓的最小平方法的處理係為同樣的處理,而將構成第三軌3的截面的曲線部分的圓弧的圓的假想中心點的座標及假想半徑r’予以演算。接下來,演算迴路33對經演算的假想半徑r’決定輪廓資料的誤差的容許範圍±d,而訂定位於假想中心點係具有中心的半徑「r’-d」的圓及半徑「r’+d」的圓。圖5中,一點鏈線表示假想半徑r’的圓的圓弧,虛線表示半徑「r’-d」的圓的圓弧及半徑「r’+d」的圓的圓弧。此外,假想中心點以外的黑圓點表示輪廓資料。(Removal of Noise Components) FIG. 5 is a diagram illustrating removal of noise components in step 101 of FIG. 4. First, the calculation circuit 33 performs the same processing on the contour data from the third track 3 as the processing system of the circle least square method described below, and the arc of the curved portion constituting the cross section of the third track 3 is processed. The coordinates of the imaginary center point of the circle and the imaginary radius r 'are calculated. Next, the calculation circuit 33 determines the allowable range of the error of the profile data for the calculated imaginary radius r ', and sets the circle located at the imaginary center point with a center radius "r'-d" and a radius "r' + d "circle. In FIG. 5, a one-dot chain line indicates an arc of a circle having an imaginary radius r ', and a dotted line indicates an arc of a circle having a radius "r'-d" and an arc of a circle having a radius "r' + d". In addition, black dots other than the imaginary center point represent contour data.

演算迴路33會確認各輪廓資料是否位於半徑「r’-d」的圓的圓弧與半徑「r’+d」的圓的圓弧之間。接著,演算迴路33將該二個位於圓弧的外側的從誤差的容許範圍±d脫離的輪廓資料P1與P2,視為因保護罩4致使散射的散射光所造成的雜訊成分而予以除去。由於來自第三軌3的周圍的保護罩4的散射光致使的雜訊成分的影響受到排除,而使藉由以後的處理的第三軌3的位置的測出被更高精確度地進行。The calculation circuit 33 checks whether each contour data lies between an arc of a circle having a radius "r'-d" and an arc of a circle having a radius "r '+ d". Next, the calculation circuit 33 removes the two profile data P1 and P2 located outside the arc from the tolerance range ± d of the arc as noise components caused by scattered light scattered by the protective cover 4 and removed. . The influence of the noise component due to the scattered light from the protective cover 4 around the third track 3 is eliminated, and the measurement of the position of the third track 3 by subsequent processing is performed with higher accuracy.

(藉由圓的最小平方法的處理) 圖6~圖8係說明圖4的步驟102中藉由圓的最小平方法的處理的圖。圖6中,若圓的中心點的座標為(a, b)、圓的半徑為r,針對圓周上的任意的點的座標(x, y),則(1)的公式成立。變換(1)的公式使其=0而求各邊的平方的總和,則成為(2)的公式。展開(2)的公式的左邊,如(4)、(5)、(6)各公式所示般置入A、B、C,則得到(3)的公式。關於(3)的公式,各別針對A、B、C偏微分,則得到圖7的(7)、(8)、(9)的公式。接著,使用行列式解(7)、(8)、(9)的公式,則得到圖8的(10)、(11)的公式。(Processing by Least Square Method of Circle) FIGS. 6 to 8 are diagrams illustrating the process by the least square method of step in FIG. 4. In FIG. 6, if the coordinates of the center point of the circle are (a, b) and the radius of the circle is r, for the coordinates (x, y) of an arbitrary point on the circumference, the formula of (1) holds. Transforming the formula of (1) so that it is = 0 and summing the squares of the sides becomes the formula of (2). Expand the left side of the formula (2), and insert A, B, and C as shown in the formulas (4), (5), and (6) to get the formula of (3). Regarding the formula of (3), respectively for partial differentials of A, B, and C, the formulas of (7), (8), and (9) of FIG. 7 are obtained. Next, using the determinant solutions (7), (8), and (9), the formulas (10) and (11) in FIG. 8 are obtained.

演算迴路33係將經步驟101中所除去雜訊成分的輪廓資料的各值適用於(11)的公式,算出A、B、C的值,由算出的A、B、C的值及圖6的(4)、(5)、(6)的公式,演算圓的中心點的座標(a, b)及圓的半徑r。The calculation circuit 33 applies the values of the contour data of the noise component removed in step 101 to the formula of (11), calculates the values of A, B, and C, and calculates the values of A, B, and C from FIG. 6 The formulas of (4), (5), and (6) calculate the coordinates (a, b) of the center point of the circle and the radius r of the circle.

(中心點位置的補正) 圖9~圖11係說明圖4的步驟103中的中心點位置的補正的圖。首先,演算迴路33使用圖4的步驟102中所演算的圓的中心點的座標(a, b)及圓的半徑r,自圖9的(12)~(15)的各公式,算出具有中心點的座標(a, b)及圓的半徑r的圓的圓周上的任意的二點的座標(x1, y1)、(x2, y2)。接著,使用算出的二點的座標(x1, y1)、(x2, y2),自圖10的(16)~(19)的公式,算出圓周上包含這些二點的具有第三軌3的規格所規定的圓弧的圓的半徑R的圓的中心點的座標(a’, b’),而將中心點的位置予以補正。(Correction of Center Point Position) FIGS. 9 to 11 are diagrams illustrating the correction of the center point position in step 103 of FIG. 4. First, the calculation circuit 33 uses the coordinates (a, b) of the center point of the circle calculated in step 102 in FIG. 4 and the radius r of the circle to calculate the center having the center from each of the formulas (12) to (15) in FIG. 9. The coordinates of the point (a, b) and the coordinates of any two points (x1, y1), (x2, y2) on the circumference of the circle with the radius r. Next, using the calculated coordinates of two points (x1, y1) and (x2, y2), from the formulas (16) to (19) in Fig. 10, calculate the specifications of the third orbit 3 with these two points on the circumference. The coordinates (a ', b') of the center point of the circle with the radius R of the specified arc, and the position of the center point is corrected.

此時,示於圖9的(12)~(15)的各公式中,若θ1=0°、θ2=-45°,則cosθ1=1、sinθ1=0、cosθ2=1/√2、sinθ2=-1/√2,計算會變得容易。換言之,若使用位於輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點旋轉-45°的位置的點,作為圓周上的二點,則自圖10的(16)~(19)的公式,算出具有與第三軌3的規格所規定的圓弧的圓的半徑R係為相同半徑的圓的中心點的座標(a’, b’)之際,計算會變得容易,而處理速度為之提升。At this time, as shown in the formulas (12) to (15) in FIG. 9, if θ1 = 0 ° and θ2 = -45 °, cosθ1 = 1, sinθ1 = 0, cosθ2 = 1 / √2, and sinθ2 = -1 / √2, the calculation will become easy. In other words, if a point located near the contour data with the same Y coordinate as the center point and a point where the point is rotated by -45 ° from the center point are used as the two points on the circumference, then (16) from FIG. 10 The formula of ~ (19), when calculating the radius R of a circle with an arc specified by the specifications of the third rail 3, is the coordinates (a ', b') of the center point of the circle with the same radius, the calculation will change. It is easy, and the processing speed is increased.

另外,圖10的(16)~(19)的公式,可由如下般求得。首先,若圖10中,圓周上的座標(x1, y1)的點與座標(x2, y2)的點之間的距離為L,則(16)的公式成立。The formulas (16) to (19) in FIG. 10 can be obtained as follows. First, if the distance between the point of the coordinates (x1, y1) on the circumference and the point of the coordinates (x2, y2) is L in FIG. 10, the formula of (16) holds.

接下來,使圖11中,對於半徑R的圓的中心點O及圓周上的二點E、F,使直線EF的中間點G的座標為(m, n)。三角形OGE為直角三角形,若各邊的長度為s、L/2、R,則(20)的公式成立。此外,若將直線OG的公式自點E的座標(x1, y1)及點F的座標(x2, y2)求出,則成為(21)的公式,若將中心點O的座標(a’, b’)代入,則成為(22)的公式。另一方面,若直線OG為斜邊,以虛線表示的直角三角形OHG的各邊的長度則為「n-b’」、「m-a’」、s,按這些與(20)的公式,則得(23)的公式。若將(22)的公式代入(23)的公式求a’,則得(24)的公式。將m=(x1+x2)/2代入此式,則成為(25)的公式,若如圖10的(17)的公式般將k置入,則可得(18)的公式。此外,若將(18)的公式、m=(x1+x2)/2及n=(y1+y2)/2代入(22)的公式,則可得(19)的公式。Next, in FIG. 11, the coordinates of the center point O of the circle of radius R and the two points E and F on the circumference of the straight line EF are (m, n). The triangle OGE is a right-angled triangle. If the length of each side is s, L / 2, and R, the formula of (20) holds. In addition, if the formula of the straight line OG is obtained from the coordinates (x1, y1) of the point E and the coordinates (x2, y2) of the point F, it becomes the formula of (21). If the coordinates of the center point O (a ', b '), it becomes the formula of (22). On the other hand, if the straight line OG is a hypotenuse, the length of each side of a right-angled triangle OHG represented by a dashed line is "n-b '", "m-a'", and s. According to the formula of (20), Then get the formula of (23). If the formula of (22) is substituted into the formula of (23) and a 'is obtained, then the formula of (24) is obtained. Substituting m = (x1 + x2) / 2 into this formula becomes the formula of (25). If k is inserted like the formula of (17) of FIG. 10, the formula of (18) can be obtained. In addition, if the formula of (18), m = (x1 + x2) / 2, and n = (y1 + y2) / 2 are substituted into the formula of (22), the formula of (19) can be obtained.

(擬合處理) 圖12係說明圖4的步驟104中的擬合處理的圖。針對圖4的步驟103中算出的中心點的X座標a’,使X軸方向的位移dx,例如從-1至+1為止每隔0.05予以階段地改變,而算出自經步驟101中所除去雜訊成分的輪廓資料所算出的半徑與規格所規定的圓弧半徑R之間的誤差drx,而算出誤差drx的平方的總和。接著,將誤差drx的平方的總和成為最小的位移時的座標「a’+dx」作為X座標而選出。(Fitting Process) FIG. 12 is a diagram illustrating the fitting process in step 104 of FIG. 4. For the X coordinate a ′ of the center point calculated in step 103 of FIG. 4, the displacement dx in the X-axis direction is changed stepwise from 0.05 to +1, for example, and calculated from step 101 The error drx between the radius calculated from the contour data of the noise component and the arc radius R prescribed by the specification is calculated as the sum of the squares of the errors drx. Next, the coordinate "a '+ dx" when the sum of the squares of the errors drx becomes the smallest displacement is selected as the X coordinate.

此外,針對圖4的步驟103中所算出的中心點的Y座標b’,使Z軸方向的位移dy,例如從+3至-1為止每隔-0.05予以階段地改變,算出經步驟101中除去雜訊成分的輪廓資料所算出的半徑與規格所規定的圓弧半徑R之間的誤差dry,而算出誤差dry的平方的總和。接著,將誤差dry的平方的總和成為最小的位移時的座標「b’+dy」作為Y座標而選出。In addition, with respect to the Y coordinate b ′ of the center point calculated in step 103 in FIG. 4, the displacement dy in the Z-axis direction is changed stepwise from −3 to −1 every −0.05, for example. The error dry between the radius calculated from the contour data of the noise component and the arc radius R specified in the specification is calculated, and the sum of the squares of the errors dry is calculated. Next, the coordinate "b '+ dy" when the sum of the squares of the errors dry becomes the smallest displacement is selected as the Y coordinate.

本實施例中使用的感測器14,Z軸(Y座標)方向的解析度較X軸方向低。因此,在本實施例中,進行上述的擬合處理之際,使感測器的解析度為低的Z軸方向的座標相較於感測器的解析度為高的X軸方向的座標予以更廣範圍地位移。藉此,示於圖12的誤差dry相較於誤差drx會被算出更多,據以因應感測器14的解析度的軸方向的不同,而適切地進行中心點的座標的選出。In the sensor 14 used in this embodiment, the resolution in the Z-axis (Y-coordinate) direction is lower than the X-axis direction. Therefore, in the present embodiment, during the fitting process described above, the coordinates in the Z-axis direction where the resolution of the sensor is low are compared with the coordinates in the X-axis direction where the resolution of the sensor is high. Displace more widely. Accordingly, the error dry shown in FIG. 12 is calculated more than the error drx, and the coordinates of the center point are appropriately selected in accordance with the difference in the axial direction of the resolution of the sensor 14.

(第三軌的位置測出) 圖13及圖14係說明圖4的步驟105中第三軌的位置測出的圖。首先,演算迴路33使用經步驟104所選出的中心點的座標(a’+dx, b’+dy)及規格所規定的圓弧的圓的半徑R,算出第三軌3的截面的曲線部分的頂點的座標。圖13中,自座標(a’+dx, b’+dy)的中心點於X軸方向僅遠離半徑R的點,係為第三軌3的截面的曲線部分的頂點。接著,演算迴路33自算出的第三軌3的截面的曲線部分的頂點的座標與使用鐵軌2用的檢測裝置而另行測出的鐵軌2的頭部側面的位置,算出示於圖14的鐵軌2與第三軌3之間的距離D,而測出以鐵軌2的位置為基準的第三軌3的位置。(Measurement of Position of Third Track) FIGS. 13 and 14 are diagrams illustrating the measurement of the position of the third track in step 105 in FIG. 4. First, the calculation circuit 33 uses the coordinates (a '+ dx, b' + dy) of the center point selected in step 104 and the radius R of the circle of the arc specified by the specification to calculate the curved portion of the section of the third rail 3 The coordinates of the vertices. In FIG. 13, the point from the center point of the coordinates (a ′ + dx, b ’+ dy) that is far from the radius R in the X-axis direction is the vertex of the curved portion of the cross section of the third rail 3. Next, the calculation circuit 33 calculates the coordinates of the apex of the curved portion of the cross section of the third rail 3 and the position of the side of the head of the rail 2 separately measured using the detection device for the rail 2 to calculate the rail shown in FIG. 14 The distance D between 2 and the third rail 3, and the position of the third rail 3 based on the position of the rail 2 is measured.

圖4的步驟103、步驟104中,係進行步驟102中所演算的圓的中心點的座標的補正處理,故就算輪廓資料有遺失,係使用第三軌3的規格所規定的圓弧的圓的半徑,則精確良好地求出構成第三軌3的截面的曲線部分的圓弧的圓的中心點的座標。接著,由於步驟105係中自補正後的中心點的座標測出第三軌3的位置,故與自步驟102中演算的圓的中心點的座標及半徑所測出第三軌3的位置的場合相比,則高精確度地測出以圓弧形成的表面的一部分被保護罩4遮蔽的第三軌3的位置。In steps 103 and 104 of FIG. 4, the coordinates of the center point of the circle calculated in step 102 are corrected. Therefore, even if the contour data is missing, the circle of the arc specified by the specifications of the third track 3 is used. Radius, the coordinates of the center point of the circle of the arc forming the curved portion of the cross section of the third rail 3 can be accurately and well obtained. Next, since the position of the third orbit 3 is measured from the coordinates of the center point after the correction in step 105, the position of the third orbit 3 from the coordinates and the radius of the center point of the circle calculated from step 102 is measured. Compared with the case, the position of the third rail 3 that is partially shielded by the protective cover 4 with a part of the surface formed by the arc is measured with high accuracy.

(第一實施例的功效) 若根據以上說明的實施例,便能夠高精確度地測出以圓弧形成的表面的一部分被保護罩4遮蔽的第三軌3的位置。(Effect of the First Embodiment) According to the embodiment described above, the position of the third rail 3 that is partially shielded by the protective cover 4 with a part of the surface formed by the arc can be measured with high accuracy.

再者,圖4的步驟101中,將來自輪廓資料因保護罩4致使雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理,藉此排除來自第三軌3的周圍的保護罩4的散射光所造成的雜訊成分的影響,而能夠更高精確度地測出以圓弧形成的表面的一部分被保護罩4遮蔽的第三軌3的位置。Furthermore, in step 101 of FIG. 4, noise components caused by the scattered light from the profile data caused by the scattered light of the laser light due to the protective cover 4 are removed, and the profile data from which the noise components are removed is used for subsequent processing. Thereby, the influence of noise components caused by the scattered light from the protective cover 4 around the third track 3 is eliminated, and a part of the surface formed by the arc formed by the protective cover 4 can be more accurately measured. Three-track 3 location.

再者,圖4的步驟103中,將中心點的位置予以補正之際,使用位於輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉任意的角度的位置的點,作為步驟102中具有演算的中心點的座標及半徑的圓的圓周上的二點,藉此能夠使精確度更為提升。另外,本實施例中,雖然係針對使用Y座標與中心點相同的點及使該點對中心點旋轉-45°的位置的點的場合予以說明,但旋轉角度不限於-45°,舉凡-30°到-90°之間的任意的角度皆可。In addition, in step 103 of FIG. 4, when the position of the center point is corrected, a point located near the contour data with the same Y coordinate as the center point, and a position where the point is rotated by an arbitrary angle from the center point is used. The two points on the circumference of the circle having the coordinates of the calculated center point and the radius in step 102 are used to improve the accuracy. In this embodiment, the point where the Y coordinate is the same as the center point and the point where the point is rotated by -45 ° from the center point will be described, but the rotation angle is not limited to -45 °. For example,- Any angle between 30 ° and -90 ° is acceptable.

再者,進行圖4的步驟104中擬合處理之際,使感測器的解析度為低的Z軸方向的座標相較於感測器的解析度為高的X軸方向的座標予以更廣範圍地位移。藉此因應感測器的解析度的軸方向的不同,而能夠適切地進行中心點的座標的選出。Furthermore, when performing the fitting processing in step 104 of FIG. 4, the coordinates in the Z-axis direction where the resolution of the sensor is low are made larger than the coordinates in the X-axis direction where the resolution of the sensor is high. Wide range displacement. Thereby, it is possible to appropriately select the coordinates of the center point in accordance with the difference in the axial direction of the resolution of the sensor.

(第二實施例) 圖15係表示根據本發明的其他的實施例的演算迴路的動作的流程圖。根據本實施例的演算迴路的動作,係為將示於圖4的第一實施例中的步驟104的擬合處理予以省略者。Second Embodiment FIG. 15 is a flowchart showing the operation of a calculation circuit according to another embodiment of the present invention. The operation of the calculation circuit according to the present embodiment is to omit the fitting process of step 104 shown in the first embodiment of FIG. 4.

演算迴路33將來自第三軌3的輪廓資料因保護罩4致使雷射光被散射之散射光所造成的雜訊成分予以除去(步驟201)。接下來,演算迴路33對經步驟201所除去雜訊成分的輪廓資料,進行以圓的最小平方法的處理,演算構成第三軌3的截面的曲線部分的圓弧的圓的中心點的座標及半徑(步驟202)。然後,演算迴路33通過具有步驟202中所演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與第三軌3的規格所規定的圓弧的圓的半徑R係為相同半徑的圓的中心點的座標,將中心點的位置予以補正(步驟203)。接著,演算迴路33自步驟203中所算出的中心點的座標,測出第三軌3的位置(步驟204)。步驟201~203的處理係同於圖4的步驟101~103。The calculation circuit 33 removes noise components caused by the scattered data of the outline data from the third track 3 caused by the laser light being scattered by the protective cover 4 (step 201). Next, the calculation circuit 33 processes the contour data of the noise component removed in step 201 by using the circle least square method to calculate the coordinates of the center point of the circle of the arc constituting the curved portion of the section of the third rail 3 And radius (step 202). Then, the calculation circuit 33 calculates the radius R of a circle having an arc defined by the specifications of the third rail 3 by using two points on the circumference of the circle having the coordinates of the center point calculated in step 202 and the radius. The coordinates of the center point of the circle with a radius, and the position of the center point is corrected (step 203). Next, the calculation circuit 33 measures the position of the third rail 3 from the coordinates of the center point calculated in step 203 (step 204). The processing of steps 201 to 203 is the same as steps 101 to 103 of FIG. 4.

(第三軌的位置測出) 圖16係說明圖15的步驟204中,第三軌的位置測出的圖。演算迴路33使用經步驟203所算出的中心點的座標(a’, b’)及規格所規定的圓弧的圓的半徑R,算出第三軌3的截面的曲線部分的頂點的座標。圖16中,自座標(a’,b’)的中心點於X軸方向僅遠離半徑R的點,係為第三軌3的截面的曲線部分的頂點。接著,演算迴路33自算出的第三軌3的截面的曲線部分的頂點的座標與使用鐵軌2用的檢測裝置而另行測出的鐵軌2的頭部側面的位置,算出鐵軌2與第三軌3之間的距離,而測出以鐵軌2的位置為基準的第三軌3的位置。(Measurement of Position of Third Track) FIG. 16 is a diagram illustrating the measurement of the position of the third track in step 204 of FIG. 15. The calculation circuit 33 uses the coordinates (a ', b') of the center point calculated in step 203 and the radius R of the circle of the arc specified in the specification to calculate the coordinates of the apex of the curved portion of the cross section of the third rail 3. In FIG. 16, the point from the center point of the coordinates (a ', b') that is only far from the radius R in the X-axis direction is the vertex of the curved portion of the cross section of the third rail 3. Next, the calculation circuit 33 calculates the rail 2 and the third rail from the coordinates of the apex of the curved portion of the cross section of the third rail 3 and the position of the side of the head of the rail 2 that is separately measured using the detection device for the rail 2. 3, and the position of the third rail 3 based on the position of the rail 2 is measured.

(第二實施例的功效) 若根據以上說明的第二實施例,藉由省略第一實施例中圖4的步驟104的擬合處理,而能夠使處理速度為之提升。(Effect of the Second Embodiment) According to the second embodiment described above, the processing speed can be increased by omitting the fitting process of step 104 in FIG. 4 in the first embodiment.

另外,本發明並不限於鐵道的線路的第三軌,能夠適用於保護罩等的結構物緊靠而被設置的各種交通路線設備的檢測。此外,本發明在檢測鐵道或道路的隧道的形狀之際,亦可適用於以圓弧形成的隧道表面的一部分被標誌或照明設備等的結構物遮蔽的位置的檢測。此外,以上說明的實施例中,雖然針對感測器元件設置於檢測車輛的底盤下的範例予以說明,但是依照檢測對象的不同,亦可將感測器元件設置於例如屋頂等底盤下以外的場所。In addition, the present invention is not limited to the third track of a railway line, and can be applied to the detection of various traffic route devices in which structures such as a protective cover are set close to each other. In addition, the present invention is also applicable to the detection of a position where a part of a tunnel surface formed by an arc is covered by a structure such as a sign or a lighting device when detecting the shape of a tunnel of a railway or a road. In addition, in the embodiment described above, although the example in which the sensor element is installed under the chassis of the detection vehicle is described, the sensor element may be installed under a chassis such as a roof, etc., depending on the detection object. place.

1‧‧‧枕木1‧‧‧ Ties

2‧‧‧鐵軌2‧‧‧ railroad tracks

3‧‧‧第三軌3‧‧‧ third track

3a‧‧‧保護板3a‧‧‧Protection board

3b‧‧‧保護板3b‧‧‧ protection board

4‧‧‧保護罩4‧‧‧ protective cover

5‧‧‧檢測車輛5‧‧‧Test vehicle

10‧‧‧感測器元件10‧‧‧ sensor element

11‧‧‧雷射光源11‧‧‧laser light source

12‧‧‧柱面透鏡12‧‧‧ cylindrical lens

13‧‧‧聚光透鏡13‧‧‧ condenser lens

14‧‧‧感測器14‧‧‧Sensor

20‧‧‧控制裝置20‧‧‧Control device

21‧‧‧控制迴路21‧‧‧Control loop

22‧‧‧記憶體22‧‧‧Memory

23‧‧‧距離脈衝產生器23‧‧‧Distance pulse generator

30‧‧‧處理裝置30‧‧‧Processing device

31‧‧‧CPU31‧‧‧CPU

32‧‧‧記憶體32‧‧‧Memory

33‧‧‧演算迴路33‧‧‧Calculation Circuit

100‧‧‧檢測裝置 100‧‧‧testing device

圖1係表示根據本發明的一實施例的交通路線設備的檢測裝置的概略構成的圖。 圖2係說明感測器元件的動作的圖。 圖3係表示第三軌的一範例的圖。 圖4係表示根據本發明的一實施例的演算迴路的動作的流程圖。 圖5係說明雜訊成分的除去的圖。 圖6係說明藉由圓的最小平方法的處理的圖。 圖7係說明藉由圓的最小平方法的處理的圖。 圖8係說明藉由圓的最小平方法的處理的圖。 圖9係說明中心點位置的補正的圖。 圖10係說明中心點位置的補正的圖。 圖11係說明中心點位置的補正的圖。 圖12係說明擬合處理的圖。 圖13係說明根據本發明的一實施例的第三軌的位置測出的圖。 圖14係說明根據本發明的一實施例的第三軌的位置測出的圖。 圖15係表示根據本發明的其他的實施例的演算迴路的動作的流程圖。 圖16係說明根據本發明的其他的實施例的第三軌的位置測出的圖。FIG. 1 is a diagram showing a schematic configuration of a detection device for a traffic route device according to an embodiment of the present invention. FIG. 2 is a diagram illustrating the operation of the sensor element. FIG. 3 is a diagram showing an example of the third track. FIG. 4 is a flowchart showing an operation of a calculation circuit according to an embodiment of the present invention. FIG. 5 is a diagram illustrating removal of noise components. FIG. 6 is a diagram illustrating processing by the least square method of a circle. FIG. 7 is a diagram illustrating processing by the least square method of a circle. FIG. 8 is a diagram illustrating processing by a circle least square method. FIG. 9 is a diagram explaining the correction of the position of the center point. FIG. 10 is a diagram explaining the correction of the position of the center point. FIG. 11 is a diagram explaining the correction of the position of the center point. FIG. 12 is a diagram illustrating a fitting process. FIG. 13 illustrates a position measurement of a third rail according to an embodiment of the present invention. FIG. 14 illustrates a position measurement of a third rail according to an embodiment of the present invention. FIG. 15 is a flowchart showing the operation of a calculation circuit according to another embodiment of the present invention. FIG. 16 is a diagram illustrating a position measurement of a third rail according to another embodiment of the present invention.

Claims (14)

一種交通路線設備的檢測裝置,包含一雷射光源,係對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備照射雷射光;一感測器,接收該雷射光因該交通路線設備而散射的散射光,而輸出圖像訊號;以及一處理裝置,將來自該感測器輸出的該圖像訊號作為輪廓資料處理而測出該交通路線設備的位置,其中該處理裝置包含一演算迴路,係使用圓的最小平方法,將來自該輪廓資料之構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算,將具有演算出的中心點的座標及半徑的圓予以得出該圓的圓周上的兩點並算得具有與該交通路線設備的規格所規定的圓弧的圓的半徑為相同半徑且通過所得出的該兩點的圓,以計算出所算得的圓的中心點的座標,使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自該輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標,自選出的座標測出該交通路線設備的位置。A detection device for a traffic route device includes a laser light source, which irradiates laser light to a traffic route device whose part of a surface formed by an arc is covered by a structure; a sensor that receives the laser light due to the traffic route device And the scattered scattered light to output an image signal; and a processing device that processes the image signal output from the sensor as contour data to detect the position of the traffic route device, wherein the processing device includes a calculation The loop is calculated using the least square method of the circle, calculating the coordinates and the radius of the center point of the circle from the contour portion of the curved portion of the curve section of the traffic route device, and calculating the coordinates having the calculated center point. A circle having a radius and a radius is calculated to obtain two points on the circumference of the circle and calculate a circle having the same radius as a circle having an arc specified by the specifications of the traffic route device, and passing the obtained two points to calculate the circle The coordinates of the calculated center point of the circle are calculated, and the coordinates of the calculated center point are gradually shifted in each axis direction of the coordinate axis. The sum of the error between the square of the radius of the arc of a circle of the specified radius of the calculated data with the smallest size coordinate, the coordinate measured from the selected position of the transport route device. 如請求項1所述的交通路線設備的檢測裝置,其中該演算迴路係使用圓的最小平方法,在將構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,將來自該輪廓資料因該結構物致使該雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理。The detection device for a traffic route device according to claim 1, wherein the calculation circuit uses a circle least square method, the coordinates and the radius of a center point of a circle of an arc that will constitute a curved portion of a cross section of the traffic route device Before performing the calculation, the noise component from the profile data that caused the laser light to be scattered due to the structure is removed, and the profile data from which the noise component is removed is used for subsequent processing. 如請求項1或2所述的交通路線設備的檢測裝置,其中該演算迴路使用位於該輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有經演算的中心點的座標及半徑的圓的圓周上的二點。The detection device for a traffic route device according to claim 1 or 2, wherein the calculation circuit uses a point located near the contour data with the same Y coordinate as the center point, and rotating the point from the center point by -30 ° to A point at a position of an arbitrary angle between -90 ° is taken as two points on the circumference of a circle having the coordinates of the calculated center point and the radius. 如請求項1所述的交通路線設備的檢測裝置,其中該演算迴路使算出的中心點的座標於座標軸的各軸方向階段地位移之際,使該感測器的解析度為低的軸方向的座標相較於該感測器的解析度為高的軸方向的座標予以更廣範圍地位移。The detection device for a traffic route device according to claim 1, wherein the calculation circuit causes the resolution of the sensor to be a low axial direction when the coordinates of the calculated center point are gradually shifted in each axial direction of the coordinate axis. The coordinates of the sensor are shifted in a wider range than the coordinates in the axial direction where the resolution of the sensor is high. 一種交通路線設備的檢測方法,包含下列步驟:對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備自雷射光源照射雷射光;藉由感測器接收該雷射光因該交通路線設備而散射的散射光;將來自該感測器輸出的圖像訊號作為輪廓資料處理;使用圓的最小平方法將來自該輪廓資料之構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算;通過具有演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與該交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標;使算出的中心點的座標於座標軸的各軸方向階段地位移,各別選出自該輪廓資料算出的半徑與規格所規定的圓弧的圓的半徑之間的誤差的平方的總和成為最小的座標;以及自選出的座標測出該交通路線設備的位置。A method for detecting a traffic route device includes the following steps: for a traffic route device whose part of a surface formed by an arc is covered by a structure, radiates laser light from a laser light source; and the sensor receives the laser light due to the traffic route The scattered light scattered by the device; the image signal output from the sensor is processed as the profile data; the circle least circle method is used to circle from the profile data the arc of the arc of the curved part of the section of the traffic route device The coordinates of the center point of the center point and the radius are calculated. From the two points on the circumference of the circle with the calculated center point coordinates and the radius, the radius of the circle with the arc specified by the specifications of the traffic route device is calculated. The coordinates of the center point of a circle of radius; the coordinates of the calculated center point are gradually shifted in the directions of the axes of the coordinate axis, and the radius between the radius calculated from the contour data and the radius of the circle of the arc specified by the specification is selected separately. The sum of the squares of the errors becomes the smallest coordinate; and the location of the traffic route equipment is measured from the selected coordinates. 如請求項5所述的交通路線設備的檢測方法,其中使用圓的最小平方法,在將構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,將來自該輪廓資料因該結構物致使該雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理。The method for detecting a traffic route device according to claim 5, wherein a circle least square method is used, and before calculating the coordinates and the radius of the center point of the circle of the arc that constitutes the curved portion of the cross section of the traffic route device, The noise component from the profile data that is caused by the scattered light of the laser light due to the structure is removed, and the profile data from which the noise component is removed is used for subsequent processing. 如請求項5或6所述的交通路線設備的檢測方法,其中使用位於該輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有演算的中心點的座標及半徑的圓的圓周上的二點。The method for detecting a traffic route device according to claim 5 or 6, wherein a point located near the contour data with the same Y coordinate as the center point is used, and the point is rotated only -30 ° to -90 ° from the center point A point at an arbitrary angle between the two points on the circumference of a circle having the coordinates of the calculated center point and the radius. 如請求項5所述的交通路線設備的檢測方法,其中使算出的中心點的座標於座標軸的各軸方向階段地位移之際,使該感測器的解析度為低的軸方向的座標相較於該感測器的解析度為高的軸方向的座標予以更廣範圍地位移。The method for detecting a traffic route device according to claim 5, wherein when the coordinates of the calculated center point are gradually shifted in each axis direction of the coordinate axis, the resolution of the sensor is made to be low in the axis direction coordinates. The sensor is shifted in a wider range than the coordinates in the axial direction where the resolution of the sensor is high. 一種交通路線設備的檢測裝置,包含一雷射光源,係對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備照射雷射光;一感測器,接收該雷射光因該交通路線設備而散射的散射光,而輸出圖像訊號;以及一處理裝置,將來自該感測器輸出的該圖像訊號作為輪廓資料處理而測出該交通路線設備的位置,其中該處理裝置包含一演算迴路,係使用圓的最小平方法,將來自該輪廓資料之構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算,通過具有經演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與該交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標,自算出的中心點的座標測出該交通路線設備的位置。A detection device for a traffic route device includes a laser light source, which irradiates laser light to a traffic route device whose part of a surface formed by an arc is covered by a structure; a sensor that receives the laser light due to the traffic route device And the scattered scattered light to output an image signal; and a processing device that processes the image signal output from the sensor as contour data to detect the position of the traffic route device, wherein the processing device includes a calculation The loop is calculated by using the least square method of the circle to calculate the coordinates and the radius of the center point of the circle of the arc from the contour data that constitutes the curved portion of the cross section of the traffic route device. Two points on the circumference of a circle with a radius are calculated from the coordinates of the center point of a circle having the same radius as a circle with an arc specified by the specifications of the traffic route equipment, and are measured from the calculated center point coordinates The location of the traffic route device. 如請求項9所述的交通路線設備的檢測裝置,其中該演算迴路係使用圓的最小平方法,在將構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,將來自該輪廓資料因該結構物致使該雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理。The detection device for a traffic route device according to claim 9, wherein the calculation circuit uses a circle least square method, the coordinates and the radius of a center point of a circle of an arc that will constitute a curved portion of a cross section of the traffic route device Before performing the calculation, the noise component from the profile data that caused the laser light to be scattered due to the structure is removed, and the profile data from which the noise component is removed is used for subsequent processing. 如請求項9或10所述的交通路線設備的檢測裝置,其中該演算迴路使用位於該輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有演算的中心點的座標及半徑的圓的圓周上的二點。The detection device for a traffic route device according to claim 9 or 10, wherein the calculation circuit uses a point located near the contour data with the same Y coordinate as the center point, and rotating the point from the center point by -30 ° to A point at a position of an arbitrary angle between -90 ° is taken as two points on the circumference of a circle having the coordinates of the calculated center point and the radius. 一種交通路線設備的檢測方法,包含下列步驟:對於以圓弧形成的表面的一部分被結構物遮蔽的交通路線設備自雷射光源照射雷射光;藉由感測器接收該雷射光因該交通路線設備而散射的散射光;將來自該感測器輸出的圖像訊號作為輪廓資料處理;使用圓的最小平方法將來自該輪廓資料之構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算;通過具有演算的中心點的座標及半徑的圓的圓周上的二點,算出具有與該交通路線設備的規格所規定的圓弧的圓的半徑係為相同半徑的圓的中心點的座標;以及自算出的中心點的座標測出該交通路線設備的位置。A method for detecting a traffic route device includes the following steps: for a traffic route device whose part of a surface formed by an arc is covered by a structure, radiates laser light from a laser light source; and the sensor receives the laser light due to the traffic route The scattered light scattered by the device; the image signal output from the sensor is processed as the profile data; the circle least circle method is used to circle from the profile data the arc of the arc of the curved part of the section of the traffic route device The coordinates of the center point of the center point and the radius are calculated. From the two points on the circumference of the circle with the calculated center point coordinates and the radius, the radius of the circle with the arc specified by the specifications of the traffic route device is calculated. The coordinates of the center point of the circle with the radius; and the coordinates of the center point to calculate the location of the traffic route device. 如請求項12所述的交通路線設備的檢測方法,其中使用圓的最小平方法,在將構成該交通路線設備的截面的曲線部分的圓弧的圓的中心點的座標及半徑予以演算之前,將來自該輪廓資料因該結構物致使該雷射光被散射之散射光所造成的雜訊成分予以除去,使用經除去雜訊成分的輪廓資料,進行以後的處理。The method for detecting a traffic route device according to claim 12, wherein a circle least square method is used, and before calculating the coordinates and the radius of the center point of the circle of the arc constituting the curved portion of the cross section of the traffic route device, The noise component from the profile data that is caused by the scattered light of the laser light due to the structure is removed, and the profile data from which the noise component is removed is used for subsequent processing. 如請求項12或13所述的交通路線設備的檢測方法,其中使用位於該輪廓資料的附近,Y座標與中心點相同的點,以及使該點對中心點僅旋轉-30°至-90°之間的任意的角度的位置的點,作為具有演算的中心點的座標及半徑的圓的圓周上的二點。The method for detecting a traffic route device according to claim 12 or 13, wherein a point located near the contour data with the same Y coordinate as the center point is used, and the point is rotated only -30 ° to -90 ° from the center point A point at an arbitrary angle between the two points on the circumference of a circle having the coordinates of the calculated center point and the radius.
TW107123148A 2017-09-29 2018-07-04 Detection device and detection method for traffic route equipment TWI676001B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JPJP2017-190804 2017-09-29
JP2017190804A JP6920158B2 (en) 2017-09-29 2017-09-29 Inspection device and inspection method for traffic road equipment

Publications (2)

Publication Number Publication Date
TW201915431A TW201915431A (en) 2019-04-16
TWI676001B true TWI676001B (en) 2019-11-01

Family

ID=65902890

Family Applications (1)

Application Number Title Priority Date Filing Date
TW107123148A TWI676001B (en) 2017-09-29 2018-07-04 Detection device and detection method for traffic route equipment

Country Status (3)

Country Link
JP (1) JP6920158B2 (en)
TW (1) TWI676001B (en)
WO (1) WO2019064894A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110567381B (en) * 2019-10-09 2020-11-24 上海中车瑞伯德智能系统股份有限公司 Method for measuring outer circumference and maximum and minimum diameter of cylindrical workpiece

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1795363B (en) * 2003-03-25 2010-04-21 古特霍夫农舒特拉特沙特斯股份公司 Method for contactlessly and dynamically detecting the profile of a solid body
JP2012173254A (en) * 2011-02-24 2012-09-10 Hitachi High-Technologies Corp Inspection measurement method and apparatus
CN102897192A (en) * 2012-10-18 2013-01-30 成都唐源电气有限责任公司 Detection system for urban railway traffic contact rail and detection method thereof
CN104655043A (en) * 2014-10-28 2015-05-27 电子科技大学 Contour registration method based on machine-vision contour measurement for train rails

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2993237B2 (en) * 1991-11-21 1999-12-20 三菱電機株式会社 Rail dimension measuring device
JPH0682221A (en) * 1992-09-04 1994-03-22 Toshiba Corp Third rail measuring apparatus
JP5946272B2 (en) * 2011-12-28 2016-07-06 川崎重工業株式会社 Railway rail displacement detector
CN103863357B (en) * 2014-03-21 2016-05-18 杭州海聚动力科技有限公司 A kind of track traffic conductor rail measurement mechanism and measuring method
JP6269409B2 (en) * 2014-09-17 2018-01-31 三菱電機株式会社 Gauge measuring device, gauge measuring method
CN104359444B (en) * 2014-11-10 2017-01-18 上海同儒机电科技有限公司 Rail outline detection method and system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1795363B (en) * 2003-03-25 2010-04-21 古特霍夫农舒特拉特沙特斯股份公司 Method for contactlessly and dynamically detecting the profile of a solid body
JP2012173254A (en) * 2011-02-24 2012-09-10 Hitachi High-Technologies Corp Inspection measurement method and apparatus
CN102897192A (en) * 2012-10-18 2013-01-30 成都唐源电气有限责任公司 Detection system for urban railway traffic contact rail and detection method thereof
CN104655043A (en) * 2014-10-28 2015-05-27 电子科技大学 Contour registration method based on machine-vision contour measurement for train rails

Also Published As

Publication number Publication date
JP2019066275A (en) 2019-04-25
JP6920158B2 (en) 2021-08-18
TW201915431A (en) 2019-04-16
WO2019064894A1 (en) 2019-04-04

Similar Documents

Publication Publication Date Title
JP6206957B2 (en) Trolley wire measuring device and trolley wire measuring method
US10589763B2 (en) Method and measuring system for registering a fixed point adjacent a track
JP4886999B2 (en) Bolt looseness determination method and bolt looseness detection device
WO2014136976A1 (en) Overhead line position measuring device and method
BR102017002219B1 (en) SYSTEM AND METHOD FOR MONITORING RAILWAY WHEELS
US10458776B2 (en) Abrasion inspection apparatus, abrasion inspection method, and program
JP6159177B2 (en) Overhead wire position measuring apparatus and method
TWI676001B (en) Detection device and detection method for traffic route equipment
JP5422322B2 (en) Rail detection method and rail displacement measurement device in rail displacement measurement
KR102040025B1 (en) Method for measuring the shape of wheel for railway vehicles
Cheng et al. A novel online detection system for wheelset size in railway transportation
JP6575087B2 (en) Trolley wire wear measuring device
JP5952759B2 (en) Overhead wire position measuring apparatus and method
JP6311757B2 (en) Insulator detecting device and insulator detecting method
CN114935308B (en) Train pantograph abrasion detection method based on curve registration algorithm
JP6855405B2 (en) Tram wire measuring method and trolley wire measuring device
JP6308681B2 (en) Crossover equipment monitoring device and method
JP3442171B2 (en) Railway surveying equipment
JP6389783B2 (en) Crossover relative position management apparatus and method
JP5302707B2 (en) Derailment prevention guardrail position measuring method and measuring apparatus
JP6829747B2 (en) Building limit measuring device and building limit measuring method
JPH11142124A (en) Method and equipment for measuring sectional shape of rail
JP6827506B2 (en) Wear inspection equipment, wear inspection methods and programs
CN220614020U (en) Box girder inspection robot
JP7319831B2 (en) Overhead wire mutual distance measuring device and overhead wire mutual distance measuring method