TWI691699B - Detection device and detection method - Google Patents
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Abstract
檢測裝置係在當具有預定長度的梁構件以互相分隔達至預先設定的距離之2個輥接觸至鐵軌並在鐵軌上移動的情況下,偵測作用在梁構件的角速度,計算偵測到的角速度與作為2個輥各自的接觸點間的距離的2點間距離的乘積作為2個接觸點之中點的軌道不整量。 The detection device detects the angular velocity acting on the beam member when two beams with a predetermined length are separated from each other by a predetermined distance to the rail and moves on the rail, and calculates the detected The product of the angular velocity and the distance between the two points, which is the distance between the contact points of the two rollers, is used as the track irregularity of the point among the two contact points.
Description
本發明係有關於檢測軌道不整的技術。 The invention relates to a technology for detecting track irregularities.
為了使鐵路車輛安全舒適地行駛,必須維護管理而使鐵路軌道時常在良好狀態。為此,對鐵軌(rail)的不整量之軌道不整的檢測是不可或缺的。 In order to make railway vehicles drive safely and comfortably, it is necessary to maintain and manage and keep the railway tracks in good condition from time to time. For this reason, the detection of rail irregularities and rail irregularities is indispensable.
作為軌道不整的檢測手法,已知有差分法及慣性測量法。使用差分法的檢測裝置,例如將1公尺至3公尺(m)為基準的梁壓在鐵軌,透過以位移計測量該梁的中央點與鐵軌的相對位移,檢測高低不整及行進方向不整。而使用慣性測量法的檢測裝置,例如專利文獻1中所記載,透過裝設於軸箱或車體的加速度計偵測到的加速度,藉由將該加速度二階積分,演算高低不整及行進方向不整而檢測軌道不整。
As a detection method for track irregularity, a difference method and an inertial measurement method are known. Using a differential detection device, for example, pressing a beam of 1 to 3 meters (m) as a reference against the rail, measuring the relative displacement of the center point of the beam and the rail by using a displacement meter to detect irregularities in the height and direction of travel . A detection device using an inertial measurement method, such as that described in
專利文獻1:日本特開2009-300398號公報。 Patent Document 1: Japanese Patent Laid-Open No. 2009-300398.
為了保持軌道狀態良好,需要盡可能在廣泛的波長帶掌握軌道狀態,於測量波長帶的檢測增益在短波長分量及長波長分量雙方之中以較大為宜。在此所謂之短波長分量係指在正矢法時比弦長的2分之1短的波長之分量;長波長分量係指比弦長的2分之1長的波長之分量。 In order to keep the orbital state good, it is necessary to grasp the orbital state in as wide a wavelength band as possible. The detection gain in the measurement wavelength band is preferably larger between the short wavelength component and the long wavelength component. The short-wavelength component here refers to a component of a wavelength shorter than one-half of the chord length in the sine method; the long-wavelength component refers to a component of a wavelength longer than one-half of the chord length.
然而,上述以往的檢測手法中,有問題如下。 However, the above-mentioned conventional detection methods have the following problems.
首先,在差分法中,將測量波長帶之檢測增益以短波長分量與長波長分量進行比較的情況下,會導致短波長分量之檢測倍率的最大值變成定值。例如在1次差分法與2次差分法中此倍率為2.0。因此,為了在測量軌道不整的同時掌握短波長的凹凸狀態,而需要為了將短波長的檢測增益增幅到必須層級的以濾波(filter)電路所進行的處理,使得裝置的處理負載變大。 First, in the difference method, when the detection gain of the measurement wavelength band is compared with the short-wavelength component and the long-wavelength component, the maximum value of the detection magnification of the short-wavelength component becomes a fixed value. For example, in the primary difference method and the secondary difference method, the magnification is 2.0. Therefore, in order to grasp the irregularities of short wavelengths while measuring track irregularities, it is necessary to perform processing by a filter circuit in order to increase the detection gain of short wavelengths to a necessary level, which increases the processing load of the device.
而在慣性測量法中,如上所述,因為透過將加速度二階積分而獲得波形,故於測量波長帶之檢測增益皆成為1.0。因此,為了在測量軌道不整的同時掌握短波長的凹凸狀態,而需要為了將短波長的檢測增益增幅到必須層級的以高通濾波(High-pass filter)電路所進行的處理,使得裝置的處理負載會變大。 In the inertial measurement method, as described above, since the waveform is obtained by second-order integration of the acceleration, the detection gain in the measurement wavelength band becomes 1.0. Therefore, in order to grasp the irregularities of short wavelengths while measuring track irregularities, it is necessary to perform high-pass filter (High-pass filter) circuit processing in order to increase the detection gain of short wavelengths to the required level, so that the processing load of the device Will get bigger.
在本發明之一實施方式中,期望提供可以抑制處理負載,並在測量軌道不整的同時可掌握短波長凹凸的狀態之技術。 In one embodiment of the present invention, it is desirable to provide a technology that can suppress the processing load and can grasp the state of short-wavelength irregularities while measuring track irregularities.
本發明之一實施方式之檢測裝置,係檢測車輛行駛之軌道的軌道不整。 A detection device according to an embodiment of the present invention detects irregularities in the track on which a vehicle travels.
該檢測裝置係具備有梁構件、偵測部以及計算部。 The detection device is provided with a beam member, a detection part and a calculation part.
梁構件,係具有預定長度。 The beam member has a predetermined length.
偵測部,係在使梁構件於互相分隔達至預先設定的距離之2個接觸點接觸至軌道並同時在軌道上移動的情況下,偵測作用在梁構件的角速度。 The detection unit detects the angular velocity acting on the beam member when the beam member contacts the track at two contact points separated by a predetermined distance from each other and moves on the track at the same time.
計算部,係計算透過偵測部偵測到的角速度與作為2個接觸點之間的距離之2點間距離的乘積作為2個接觸點之中點的軌道不整量。 The calculation part calculates the product of the angular velocity detected by the detection part and the distance between the two points as the distance between the two contact points as the track irregularity of the point among the two contact points.
依據本發明,在測量波長帶的檢測增益中,比梁構件的長度還短的波長分量之短波長分量不會變得比差分法還小。因此,不需要為了增幅短波長的檢測增益而透過高通濾波器處理,裝置的處理負載不會變大。且欲強調長波長分量時只需透過低通濾波器(Low-pass filter)處理即可,裝置的處理負載小。進而可以控制處理負載並測量軌道不整,同時掌握短波長的凹凸狀態。 According to the present invention, in the detection gain for measuring the wavelength band, the short wavelength component of the wavelength component shorter than the length of the beam member does not become smaller than the difference method. Therefore, there is no need to pass through a high-pass filter to increase the detection gain of a short wavelength, and the processing load of the device does not increase. And if you want to emphasize the long wavelength component, you only need to pass the low-pass filter (Low-pass filter) processing, the processing load of the device is small. Furthermore, it is possible to control the processing load and measure track irregularities, and at the same time to grasp the unevenness of short wavelengths.
本發明之檢測方法,係檢測車輛行駛之軌道的軌道不整。 The detection method of the present invention is to detect the irregularity of the track on which the vehicle is traveling.
本檢測方法係在使具有預定長度的梁構件於互相分隔達至預先設定的距離之2個接觸點接觸至前述軌道並同時在軌道上移動的情況下,偵測作用於梁構件的角速度,並計算偵測到的角速度與作為2個接觸點間的距離之2點間距離的乘積作為2個接觸點之中點的軌道不整量。 The detection method is to detect the angular velocity acting on the beam member when the beam members having a predetermined length are contacted to the aforementioned track at two contact points separated by a predetermined distance from each other and move on the track at the same time, and Calculate the product of the detected angular velocity and the distance between the two points as the distance between the two contact points as the track irregularity of the point between the two contact points.
依據本發明,在測量波長帶的檢測增益中,比梁構件的長度還短的波長分量之短波長分量不會變得比差分法還小。因此,不需要為了增幅短波長的檢測增益而透過高通濾波器處理,裝置的處理負載不會變大。且欲強調長波長分量時只需透過低通濾波器處理即可,裝置的處理負載小。進而可以控制處理負載並測量軌道不整,同時掌握短波長的凹凸狀態。 According to the present invention, in the detection gain for measuring the wavelength band, the short wavelength component of the wavelength component shorter than the length of the beam member does not become smaller than the difference method. Therefore, there is no need to pass through a high-pass filter to increase the detection gain of a short wavelength, and the processing load of the device does not increase. And if you want to emphasize the long-wavelength component, you only need to pass the low-pass filter, and the processing load of the device is small. Furthermore, it is possible to control the processing load and measure track irregularities, and at the same time to grasp the unevenness of short wavelengths.
1‧‧‧檢測裝置 1‧‧‧Detection device
11、12‧‧‧梁構件 11, 12‧‧‧beam member
11A、12C‧‧‧中央部 11A, 12C‧‧‧Central Department
11B、11C、12A、12B‧‧‧端部 11B, 11C, 12A, 12B ‧‧‧ end
13‧‧‧接頭 13‧‧‧Connector
14、15、16‧‧‧輥 14, 15, 16‧‧‧‧
17‧‧‧握持部 17‧‧‧ Grip
18‧‧‧氣體阻尼器 18‧‧‧Gas damper
19A‧‧‧電位器 19A‧‧‧potentiometer
19B‧‧‧傾斜儀 19B‧‧‧inclinometer
20‧‧‧旋轉編碼器 20‧‧‧rotary encoder
21、22‧‧‧陀螺儀感測器 21, 22 ‧‧‧ Gyroscope sensor
23‧‧‧處理部 23‧‧‧ Processing Department
23A‧‧‧電線 23A‧‧‧Wire
A、B‧‧‧測量點 A, B‧‧‧ measuring point
L‧‧‧2點間距離 L‧‧‧Distance between 2 points
R1、R2‧‧‧鐵軌 R1, R2‧‧‧rail
y1、y2‧‧‧高度尺寸 y 1 , y 2 ‧‧‧ height dimension
y1 '、y2 '‧‧‧傾斜 y 1 ', y 2' ‧‧‧ inclined
θ‧‧‧角度 θ ‧‧‧ Angle
ω‧‧‧角速度 ω ‧‧‧Angular velocity
圖1係顯示檢測裝置之概略構成圖。 FIG. 1 is a schematic configuration diagram showing a detection device.
圖2係顯示檢測裝置之概略構成圖。 Fig. 2 is a schematic configuration diagram showing a detection device.
圖3係說明以檢測裝置而進行的軌道不整的檢測方法的說明圖。 FIG. 3 is an explanatory diagram for explaining a method of detecting track irregularities by a detection device.
圖4係說明以檢測裝置而進行的軌道不整的檢測方法的說明圖。 FIG. 4 is an explanatory diagram illustrating a method of detecting track irregularities by a detection device.
以下依據圖式說明本發明實施方式。 The following describes embodiments of the present invention based on the drawings.
檢測裝置1係檢測車輛行駛之軌道的軌道不整。檢測裝置1如圖1、圖2所示,具備有:2條梁構件11、12;接頭(joint)13,係連接2條梁構件11、12;3個輥(roller)14、15、16;握持部17;氣體阻尼器(gas damper)18;電位器(potentiometer)19A;傾斜儀19B;旋轉編碼器(rotary encoder)20;陀螺儀感測器(gyro sensor)21、22;以及處理部23。
The
梁構件11、12係具有預定長度的棒狀構件。梁構件11係沿著鐵軌R1、R2的長邊方向配置,梁構件12係沿著在水平面上與鐵軌R1、R2的長邊方向垂直的方向配置。
The
接頭13係連接梁構件11之中央部11A與梁構件12之端部12A。
The joint 13 connects the
輥14裝設於梁構件11之端部11B。輥14係抵接於鐵軌R1之踏面並構成為可行駛。輥15裝設於梁構件11之端部11C。輥15係抵接於鐵軌R1之踏面並構成為可行駛。輥16裝設於梁構件12之端部12B。輥16係抵接於鐵軌R2之踏面並構成為可行駛。使用檢測裝置1檢測鐵軌R1之軌道不整時,將輥14、15抵接於鐵軌R1,輥16抵接於
鐵軌R2。
The
握持部17裝設於梁構件12。握持部17為作業人員易握持之棒狀。
The
氣體阻尼器18裝設於端部12B。氣體阻尼器18係吸收中央部11A與端部12B間的距離變化時產生的衝擊。
The
電位器19A裝設於端部12B。電位器19A係偵測中央部11A與端部12B間的距離。
The
傾斜儀19B裝設於梁構件12之中央部12C,設置位置也可以不一定要是中央部12C。傾斜儀19B為了計測左右鐵軌的高低差,偵測自梁構件12之水平面起算的傾斜角。
The
旋轉編碼器20裝設於輥15。旋轉編碼器20係偵測輥15之旋轉角度。
The
陀螺儀感測器21、22設置於中央部11A。設置位置也可以不一定要是中央部11A。陀螺儀感測器21係單軸陀螺儀,透過陀螺儀感測器21偵測梁構件11之俯仰角的變化量。因此,陀螺儀感測器21在輥14、15接觸鐵軌R1並使梁構件11在鐵軌R1上移動的情況下,偵測梁構件11之作為繞著俯仰軸的角速度之俯仰角速度。陀螺儀感測器22係單軸陀螺儀,透過陀螺儀感測器22偵測梁構件11之偏航角的變化量。因此,陀螺儀感測器22在輥14、15接觸鐵軌R1並使梁構件11在鐵軌R1上移動的情況下,偵
測梁構件11之作為繞著偏航軸的角速度之偏航角速度。陀螺儀感測器21、22係作為偵測部的一例。
The gyro sensors 21 and 22 are provided in the
處理部23由具有CPU(Central Processing Unit;中央處理器)、記憶體之習知的微電腦為中心所構成。記憶體係RAM(Random Access Memory;隨機存取記憶體)、ROM(Read Only Memory;唯讀記憶體)、快閃記憶體(flash memory)等的半導體記憶體。處理部23的各種機能由CPU執行儲存於不可轉移之實體記錄媒體的程式所實現。在此例中,記憶體作為儲存程式的不可轉移之實體記錄媒體。而透過執行此程式,對應於程式的方法也被執行。另,構成處理部23之微電腦的數量為1個或是複數個皆可。而處理部23執行之機能的一部分或全部也可以由一個或複數個IC等硬體性地構成。處理部23係作為計算部的一例。
The
處理部23構成為可移動型。處理部23係與電位器19A、傾斜儀19B、旋轉編碼器20以及陀螺儀感測器21、22以電線23A連接。處理部23可經由電線23A取得電位器19A、傾斜儀19B、旋轉編碼器20以及陀螺儀感測器21、22輸出的訊號。且也可構成為無線地自電位器19A、傾斜儀19B、旋轉編碼器20以及陀螺儀感測器21、22取得訊號,另外,處理部23也可構成為設置在梁構件12上。
The
處理部23使用自旋轉編碼器20輸出之輥15的旋轉角
度,計算檢測裝置1在鐵軌R1、R2上行駛過之距離以及檢測裝置1的現在位置。
The
處理部23計算鐵軌R1的高低不整量G1。亦即,處理部23計算:由陀螺儀感測器21輸出的梁構件11之繞著俯仰軸的俯仰角速度ω 1、與作為輥14、15間的距離之2點間距離L的乘積作為輥14、15之中點的高低不整量G1。計算鐵軌R1的高低不整量G1,係使用下述式(1)。處理部23計算鐵軌R1的方向不整量G2。亦即,處理部23計算:由陀螺儀感測器22輸出的梁構件11之繞著偏航軸的偏航角速度ω 2、與作為輥14、15間的距離之2點間距離L的乘積作為輥14、15之中點的方向不整量G2。鐵軌R1的方向不整量G2的計算係使用下述式(2)。
The
G 1=Lω 1 式(1) G 1 = Lω 1 (1)
G 2=Lω 2 式(2) G 2 = Lω 2 (2)
上述式(1)及(2)係使用下述式(3)導出。以下使用圖3說明。圖3係以自檢測開始點的距離為橫軸,以自基準面開始到鐵軌的頭頂面之高度尺寸為縱軸。在此將測定點2點之傾斜的差G以下列式(3)表示。 The above formulas (1) and (2) are derived using the following formula (3). This is explained below using FIG. 3. Figure 3 shows the distance from the detection start point as the horizontal axis, and the height dimension from the reference plane to the top surface of the rail as the vertical axis. Here, the difference G of the inclination of the measuring point 2 points is expressed by the following formula (3).
y1係測量點A之自鐵軌設置面開始到鐵軌頭頂面的高度尺寸。 y 1 is the height dimension of the measuring point A from the rail setting surface to the top surface of the rail head.
y2係測量點B之自鐵軌設置面開始到鐵軌頭頂面的高度尺寸。 y 2 is the height dimension of the measuring point B from the rail installation surface to the top surface of the rail head.
y1 '係測量點A之梁構件的傾斜。 y 1 ' is the inclination of the beam member at measuring point A.
y2 '係測量點B之梁構件的傾斜。 y 2 ' is the inclination of the beam member at measuring point B.
L係測量點2點間的距離尺寸。 L is the distance between two measuring points.
θ係水平線與梁構件之間的角度。 θ is the angle between the horizontal line and the beam member.
ω係產生在梁構件之角速度。 ω is generated at the angular velocity of the beam member.
測量點2點的傾斜之差G,相當於測量點2點間的中點之軌道不整量。藉此,在測量基準之梁構件上設置陀螺儀感測器,讓梁構件在鐵軌上移動時的由陀螺儀感測器輸出之俯仰角速度或偏航角速度乘以測量點2點間的距離尺寸L,藉此而求得測量點2點間之中點的高低不整量或方向不整量。 The difference G between the inclination of the two measuring points is equivalent to the track irregularity of the midpoint between the two measuring points. In this way, a gyroscope sensor is provided on the beam member of the measurement reference, so that the pitch angular velocity or yaw angular velocity output by the gyroscope sensor when the beam member moves on the rail is multiplied by the distance between the two measurement points L is used to obtain the amount of unevenness in the height or the amount of unevenness in the direction between the two measurement points.
圖4係表示透過各檢測方法之檢測增益的特性的圖表。該圖表以空間頻率為橫軸,以檢測倍率為縱軸。依據本檢測方法,與習知之檢測法相比,短波長之檢測增益較高為特徵,而可以其輸出波形掌握短波長凹凸之狀態。 FIG. 4 is a graph showing the characteristics of detection gain by each detection method. The graph uses the spatial frequency as the horizontal axis and the detection magnification as the vertical axis. According to this detection method, the detection gain of short wavelength is higher than that of the conventional detection method, and the output waveform can be used to grasp the state of short-wave unevenness.
而且,使用檢測裝置1檢測鐵軌R2的軌道不整時,輥14、15抵接於鐵軌R2,輥16抵接於鐵軌R1。處理部23使用陀螺儀感測器21輸出之梁構件11的角速度ω 1計算鐵軌R2的高低不整量G1。鐵軌R2的高低不整量G1的計算係使用上述式(1)。處理部23使用陀螺儀感測器22輸出之梁構件11的角速度ω 2計算鐵軌R2的方向不整量G2。鐵軌R2的方向不整量G2的計算係使用上述式(2)。
When the
且上述式(1)及(2)使用於測量軌道不整時使檢測裝置1行駛速度之測量速度v為固定的情況下。測量速度v變動的情況下,使用下述式(4)及(5)。
In addition, the above equations (1) and (2) are used when the measurement speed v of the
G 1=Lω 1/v 式(4) G 1 = Lω 1 / v (4)
G 2=Lω 2/v 式(5) G 2 = Lω 2 / v (5)
依據以上詳述之實施方式,在具有預定長度之梁構件11以互相分隔達至預先設定的距離之2個輥14、15接觸至鐵軌R1,並使梁構件11在鐵軌R1上移動的情況下,偵測作用在梁構件11的角速度,計算偵測到的角速度與作為2個輥14、15各自的接觸點間的距離之2點間距離的乘積作為2個接觸點之中點的軌道不整量。因此,在測量波長帶的檢測增益中,比梁構件11的長度還短的波長分量之短波長分量不會小到如差分法的程度。因此,不需要為了增幅短波長的檢測增益而進行由高通濾波器而行的處理,裝
置的處理負載不會變大。且欲強調長波長分量時只需進行由低通濾波器而行的處理即可,裝置的處理負載小。進而可以控制處理負載並測量軌道不整,同時掌握短波長的凹凸狀態。
According to the embodiment detailed above, in the case where the
以上說明本發明之實施方式,但本發明並不限於上述實施方式,可多樣變形實施。 The embodiments of the present invention have been described above, but the present invention is not limited to the above-mentioned embodiments, and can be implemented in various modifications.
(1)上述實施方式之1個構成元件所具有的複數機能可透過複數個構成元件實現,1個構成元件所具有的1個機能也可透過複數個構成元件實現。另外,複數個構成元件具有的複數機能可透過1個構成元件實現,透過複數個構成元件實現的1個機能也可透過1個構成元件實現。另外,也可省略上述實施方式的構成的一個部分。且上述實施方式之構成的至少一個部分,可以對於其他上述實施方式的構成附加或置換。另外,含有只被申請專利範圍記載之文字指定之技術思想的所有態樣都是本發明的實施方式。 (1) The plural functions of one constituent element in the above-described embodiment can be realized by plural constituent elements, and the one function of one constituent element can also be realized by plural constituent elements. In addition, the plural functions of the plural constituent elements can be realized by one constituent element, and the one function realized by the plural constituent elements can also be realized by one constituent element. In addition, a part of the configuration of the above embodiment may be omitted. In addition, at least one part of the configuration of the above-mentioned embodiment may be added to or replaced with the configuration of other above-mentioned embodiments. In addition, all the aspects containing the technical idea specified only by the words described in the patent application scope are embodiments of the present invention.
(2)上述檢測裝置1之外,可使用以該檢測裝置為構成元件之系統、使電腦發揮機能而作為該檢測裝置1的處理部23的程式、記錄有該程式之半導體記憶體等的不可轉移之實體記錄媒體、檢測方法等的各種形態實現本發明。
(2) In addition to the above-mentioned
1‧‧‧檢測裝置 1‧‧‧Detection device
11、12‧‧‧梁構件 11, 12‧‧‧beam member
11A、12C‧‧‧中央部 11A, 12C‧‧‧Central Department
11B、11C、12A、12B‧‧‧端部 11B, 11C, 12A, 12B ‧‧‧ end
13‧‧‧接頭 13‧‧‧Connector
14、15、16‧‧‧輥 14, 15, 16‧‧‧‧
17‧‧‧握持部 17‧‧‧ Grip
18‧‧‧氣體阻尼器 18‧‧‧Gas damper
19A‧‧‧電位器 19A‧‧‧potentiometer
19B‧‧‧傾斜儀 19B‧‧‧inclinometer
20‧‧‧旋轉編碼器 20‧‧‧rotary encoder
21、22‧‧‧陀螺儀感測器 21, 22 ‧‧‧ Gyroscope sensor
23‧‧‧處理部 23‧‧‧ Processing Department
23A‧‧‧電線 23A‧‧‧Wire
L‧‧‧2點間距離 L‧‧‧Distance between 2 points
R1、R2‧‧‧鐵軌 R1, R2‧‧‧rail
Claims (6)
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Citations (4)
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JP2008002973A (en) * | 2006-06-22 | 2008-01-10 | Fuji Seisakusho:Kk | Nondestructive testing method and device of shot peening treated surface |
CN202368604U (en) * | 2011-10-19 | 2012-08-08 | 北京鼎汉检测技术有限公司 | Detecting device for dynamically detecting heights of left and right steel rails of railway track |
JP2012251840A (en) * | 2011-06-02 | 2012-12-20 | Railway Technical Research Institute | Rail unevenness measurement device |
CN204286406U (en) * | 2014-12-01 | 2015-04-22 | 华南理工大学 | Use the portable railway Geometrical Parameter Testing system of MEMS gyro instrument |
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JP2008002973A (en) * | 2006-06-22 | 2008-01-10 | Fuji Seisakusho:Kk | Nondestructive testing method and device of shot peening treated surface |
JP2012251840A (en) * | 2011-06-02 | 2012-12-20 | Railway Technical Research Institute | Rail unevenness measurement device |
CN202368604U (en) * | 2011-10-19 | 2012-08-08 | 北京鼎汉检测技术有限公司 | Detecting device for dynamically detecting heights of left and right steel rails of railway track |
CN204286406U (en) * | 2014-12-01 | 2015-04-22 | 华南理工大学 | Use the portable railway Geometrical Parameter Testing system of MEMS gyro instrument |
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