JPH1035493A - Irregularity of track calibration jig for simplified detection-measurement vehicle - Google Patents

Irregularity of track calibration jig for simplified detection-measurement vehicle

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Publication number
JPH1035493A
JPH1035493A JP21416896A JP21416896A JPH1035493A JP H1035493 A JPH1035493 A JP H1035493A JP 21416896 A JP21416896 A JP 21416896A JP 21416896 A JP21416896 A JP 21416896A JP H1035493 A JPH1035493 A JP H1035493A
Authority
JP
Japan
Prior art keywords
reference plate
deviation
rails
measurement
measuring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP21416896A
Other languages
Japanese (ja)
Inventor
Hideo Hirokawa
英夫 廣川
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.)
Hitachi High Tech Corp
Original Assignee
Hitachi Electronics Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Electronics Engineering Co Ltd filed Critical Hitachi Electronics Engineering Co Ltd
Priority to JP21416896A priority Critical patent/JPH1035493A/en
Publication of JPH1035493A publication Critical patent/JPH1035493A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a calibration jig for calibrating a measurement error which is generated in measurement data of irregularity of a track by means of a simplified track detection-measurement vehicle. SOLUTION: A calibration jig 2, in which a metallic plate with a proper width (w) and a proper thickness (d) serves as a reference plate 21, is provided with two reference projections 22a, 22b arranged in both ends of the reference plate 21 at an interval of 1.25m and a length measurement device 23 arranged in the central point of the reference plate 21. The calibration jig 2 is constructed of a track height/line irregularity quantity measurement unit with a 1.25m measurement chord, a track interval measurement unit which consists of two movable elements 24a, 24b arranged in both end parts of the reference plate 21 so as to move laterally along guide grooves, and a tilting angle measurement unit which is provided with a level measurement device 25 arranged in a proper position in the reference plate 21.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、簡易軌道検測車
の各軌道狂いデータに対する較正用の治具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jig for calibrating each track deviation data of a simple track inspection vehicle.

【0002】[0002]

【従来の技術】軌道を構成する左右のレールは、種々の
要因により基準位置に対して変位していわゆる軌道狂い
が生ずる。軌道狂いには、左右のレールの高低と通りの
狂いや、両レールの軌間と水準面に対する傾斜角の狂い
などがある。この高低と通りの狂い量は、10mの測定
弦(単に10m弦という)により測定するものと規定さ
れており、これに対して主要線区においては、大型の軌
道検測車により営業列車と同一の高速度で走行中に各軌
道狂い量が測定されている。しかしこの軌道検測車は支
線区や側線などの測定には不向きであるため、これに代
わり手押しで低速度で走行し、各軌道狂い量を測定する
簡易な軌道検測車がこの発明の発明者により開発され、
「特願平6−164604,簡易型軌道検測車およびそ
の分割方法」として特許出願されている。この簡易型軌
道検測車は、小型軽量とするために測定弦長を規定の1
/8の1.25mに短縮し、この1.25m弦の測定デ
ータをデータ処理により10m弦のデータに変換する方
式とされていることが特徴である。ただし軌間と傾斜角
は弦長に無関係であるので、これらのデータは変換され
ない。
2. Description of the Related Art Left and right rails constituting a track are displaced from a reference position due to various factors, causing a so-called track deviation. Track deviations include deviations in the height and streets of the left and right rails, and deviations in the inclination between the rails and the level plane with respect to the rails. It is prescribed that the height and the amount of street deviation are measured by a 10-meter measuring string (simply called a 10-m string), whereas in the main line section, the same as a commercial train by a large track inspection car. The amount of each track deviation is measured while traveling at high speed. However, since this track inspection car is not suitable for measurement of branch line sections and side lines, a simple track inspection car that runs at a low speed by hand and measures the amount of each track deviation is used instead of this invention. Developed by
A patent application has been filed as "Japanese Patent Application No. 6-164604, a simplified track inspection vehicle and a method of dividing the same." In order to reduce the size and weight of this simplified track inspection car, the length of the measured chord is specified.
It is characterized in that the measurement data of the 1.25 m string is converted into the data of the 10 m string by data processing. However, since the gauge and the inclination angle are independent of the chord length, these data are not converted.

【0003】図3は、上記の簡易型軌道検測車1の要部
の斜視図を示す。検測車1は、左右のレールRL1,RL
2 にそれぞれ対応する基準梁11A と回動梁11B、これらの
中心部をスプリング121 により弾性的に結合する結合梁
12とによりH型のフレームが構成され、基準梁11A と回
動梁11B の両端には、レールRLの踏面に接触するロー
ラー13a,13b と、頭部の内側面(以下単に頭側面とい
う)に接触するローラー14a,14b が、それぞれ1.25
mの間隔Lに配置され、また基準梁11A と回動梁11B の
中心点には、踏面と頭側面に接触し、その変位に追従し
てそれぞれ上下と左右に移動するローラー13c,14c が配
置されている。ローラー13c の上下移動量は高低センサ
15により検出され、ローラー14c の左右移動量は左右セ
ンサ16により検出される。また結合梁12には水準測定器
14が固定され、水準面に対する両レールRL1,RL2
傾斜角が測定される。
FIG. 3 is a perspective view of a main part of the above-mentioned simplified track inspection vehicle 1. Inspection vehicle 1 has left and right rails RL 1 , RL
Reference beam 11A and pivot beam 11B corresponding to 2 respectively, and a connecting beam for elastically connecting the center of these by a spring 121.
12 form an H-shaped frame, with rollers 13a and 13b in contact with the tread surface of the rail RL on both ends of the reference beam 11A and the rotating beam 11B, and on the inner side of the head (hereinafter simply referred to as the head side). The contacting rollers 14a, 14b are 1.25
Rollers 13c and 14c are disposed at the center point of the reference beam 11A and the pivot beam 11B, which contact the tread surface and the head side surface and move up and down and left and right, respectively, following the displacement. Have been. The vertical movement of the roller 13c is a height sensor
15, the amount of lateral movement of the roller 14 c is detected by the left / right sensor 16. In addition, a level measuring device is used for the connecting beam 12.
14 is fixed, and the inclination angles of both rails RL 1 and RL 2 with respect to the level surface are measured.

【0004】基準梁11A にはMPU181 とプリンタ182
などよりなるデータ処理部18が搭載され、MPU181 に
対して、上記の高低センサ15と左右センサ16の検出信号
が入力して、1.25m弦による高低狂い量と通り狂い
量が算出され、さらに、これらは10m弦のデータに変
換される。また両側の左右センサ16の検出信号を合成す
ることにより、軌間Gとその狂い量が算出され、水準測
定器14の傾斜角データを基準値に比較して傾斜角の狂い
量が算出される。以上により、検測車1の走行中に測定
された1.25m弦と、変換された10m弦の左または
右レールの高低と通り狂い量、および両レールの軌間G
と傾斜角の狂い量の各データは、その位置座標が付加さ
れてプリンタ182 によりプリントアウトされる。
The reference beam 11A includes an MPU 181 and a printer 182.
The data processing unit 18 is mounted on the MPU 181. The detection signals from the height sensor 15 and the left and right sensors 16 are input to the MPU 181 to calculate the turbulence amount of the 1.25 m string and the turbulence amount. , Are converted to data of 10 m strings. Further, by synthesizing the detection signals of the left and right sensors 16 on both sides, the gauge G and the deviation thereof are calculated, and the inclination angle data of the level measuring device 14 is compared with a reference value to calculate the deviation of the inclination angle. As described above, the height of the 1.25 m string measured while the inspection car 1 is running, the height of the left or right rail of the converted 10 m string and the amount of deviation, and the gauge G of both rails
The data of the deviation amount of the inclination angle and the position coordinates are added to the data and printed out by the printer 182.

【0005】[0005]

【発明が解決しようとする課題】さて、上記の簡易型軌
道検測車1は、運搬に便利なために分割構造とされてお
り、測定現場において組み立てて使用されるが、組み立
てや使用中に結合部分に狂いまたはズレが生ずることが
あり、このため各測定データに誤差が発生する。この場
合、高低と通り狂いデータは、10m弦に変換されると
き、それぞれの誤差も倍加されるので、これらの誤差は
特に重要である。このような誤差を排除するには、検測
車1に対してこの誤差を較正する較正治具を備えること
が必要である。この発明は、簡易型軌道検測車による各
軌道狂いの測定データに生ずる誤差を較正するための、
較正用治具を提供することを課題とする。
The above-described simplified track inspection vehicle 1 has a divided structure for convenience of transportation, and is assembled and used at a measurement site. The connection portion may be out of order or displaced, which causes an error in each measurement data. In this case, these errors are particularly important, as the data that is out of line with the height is also doubled when they are converted to 10m strings. In order to eliminate such an error, it is necessary to provide the inspection vehicle 1 with a calibration jig for calibrating the error. The present invention is intended to calibrate an error occurring in measurement data of each track deviation by a simple track inspection vehicle,
It is an object to provide a calibration jig.

【0006】[0006]

【課題を解決するための手段】この発明は、簡易型軌道
検測車の軌道狂いデータ較正用治具であって、適当な幅
と厚さの金属板を基準板とし、基準板の両端に互いの間
隔を1.25mとして設けられ、左または右のレールの
踏面または頭側面の所定点に接触させる同一長さの2個
の基準突起と、基準板の中心点に設けられ、踏面または
頭部の内側面の測定点に接触する測長器よりなり、1.
25m測定弦によるレールの高低狂い量または通り狂い
量測定部と、基準板の両端部にそれぞれ設けられ、ガイ
ド溝に沿って左右に移動して、左右のレールの頭部の内
側面の測定点に接触する2個の移動子よりなる軌間測定
部、および、基準板の適当な位置に設けた水準測定器を
有し、水準面に対する左右のレールの傾斜角測定部とに
より構成される。適宜の軌道を参照軌道とし、その左お
よび右のレールの高低狂い量、通り狂い量、左右のレー
ルの軌間、および水準面に対する両レールの傾斜角をそ
れぞれ測定し、各測定データにより、参照軌道に対して
簡易型軌道検測車により測定された各軌道狂いデータの
誤差を較正する。上記において、基準板の両端と中心付
近とに回動可能としてそれぞれ設けられ、高低狂いの測
定の際、基準板に対して直角方向に回動して、左または
右のレールの踏面に接触し、基準板の湾曲を防止して高
低狂い量の測定誤差の発生を回避する3枚の回動板を有
するものである。
SUMMARY OF THE INVENTION The present invention relates to a jig for calibrating data of an orbit deviation of a simple orbital inspection vehicle, wherein a metal plate having an appropriate width and thickness is used as a reference plate, and both ends of the reference plate are provided. Two reference projections of the same length that are provided at a distance of 1.25 m from each other and contact a predetermined point on the tread or head side surface of the left or right rail, and are provided at the center point of the reference plate and have a tread or head. It consists of a length measuring device that contacts the measuring point on the inner surface of the part.
A measuring section for measuring the amount of deviation or elevation of the rail by a 25-meter measuring string, and a measuring point provided at each end of the reference plate and moving left and right along the guide groove to the inner surface of the head of the left and right rails. And a level measuring device provided at an appropriate position on the reference plate, and a tilt measuring unit for measuring the inclination angles of the left and right rails with respect to the level surface. The appropriate trajectory is used as the reference trajectory, and the left and right rails are measured for the amount of height deviation, the amount of deviation, the distance between the left and right rails, and the inclination angle of both rails with respect to the level plane. For this, the error of each track deviation data measured by the simplified track inspection vehicle is calibrated. In the above, it is provided rotatably at both ends and near the center of the reference plate, and rotates in a direction perpendicular to the reference plate and contacts the tread surface of the left or right rail when measuring irregularities. And three rotating plates for preventing the reference plate from bending and avoiding the occurrence of a measurement error in the amount of height deviation.

【0007】[0007]

【発明の実施の形態】上記の較正治具においては、適当
な幅と厚さの金属板が基準板とされ、その両端に互いの
間隔を1.25mとして設けた同一長さの2個の基準突
起は、左または右のレールの踏面または頭側面の所定点
に接触し、基準板の中心点に設けた測長器は、レールの
踏面または頭側面の測定点に接触して、1.25m弦に
よるレールの高低狂い量または通り狂い量が測定され、
基準板の両端部にそれぞれ設けた2個の移動子は、左ま
たは右に移動して左右のレールの頭側面の測定点に接触
し、両レールの軌間が測定される。また、基準板の適当
な位置に設けた水準測定器により左右のレールの傾斜角
が測定される。較正作業においては、適宜の軌道を選定
して参照軌道とし、その左および右のレールの高低狂い
量、通り狂い量、左右のレールの軌間、および両レール
の傾斜角をそれぞれ測定し、測定された各軌道狂いデー
タに対して、参照軌道に対して簡易軌道検測車により測
定された各軌道狂いデータを比較してそれぞれの誤差が
較正される。上記において、回動可能としてそれぞれ設
けた3枚の回動板は、高低狂いの測定の際、基準板に対
して直角方向に回動され、レールの踏面に接触して基準
板の湾曲が防止され、湾曲による高低狂い量の測定誤差
の発生が回避される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the above-mentioned calibration jig, a metal plate having an appropriate width and thickness is used as a reference plate, and two ends of the same length are provided at a distance of 1.25 m from each other. The reference projection contacts a predetermined point on the tread or head side of the left or right rail, and the length measuring device provided at the center point of the reference plate contacts the measurement point on the tread or head side of the rail. The height of the rails due to the 25m string or the amount of runaway is measured,
The two movers provided at both ends of the reference plate move to the left or right, contact the measurement points on the head side surfaces of the left and right rails, and measure the gauge of both rails. Further, the inclination angles of the left and right rails are measured by a level measuring device provided at an appropriate position on the reference plate. In the calibration work, an appropriate trajectory is selected and used as a reference trajectory, and the left and right rail height deviation amount, the deviation amount, the distance between the left and right rails, and the inclination angle of both rails are measured and measured. For each of the out-of-track data, the out-of-track data measured by the simple track inspection vehicle with respect to the reference trajectory is compared, and each error is calibrated. In the above, the three rotatable plates provided to be rotatable are rotated in a direction perpendicular to the reference plate when the height is uneven, and the reference plate is prevented from bending by contacting the tread surface of the rail. Thus, the occurrence of a measurement error of the amount of irregularity due to the curvature is avoided.

【0008】[0008]

【実施例】図1は、この発明の一実施例の較正治具2の
縦および横方向の側面図である。較正治具2は、長さが
約1.3mで幅wが約60mm、厚さdが約20mmの
アルミニューム板を基準板21とする。なお、基準板21は
例えば3枚のアルミニューム板をボルトにより接続して
長さを約1.3mとし、運搬や収納ケースに収納すると
きは、分解してその取り扱いを便利にする。高低と通り
狂い測定部は、基準板21の両端に1.25mmの間隔を
なして同一長さの2個の基準突起22a,22b を固定し、両
基準突起22a,22b の中心点に測長器として例えばノギス
23を設けて構成する。ノギス23の基本形はデプスバーB
を有する本尺231 とスライド232 よりなるが、この場合
は、測定精度が±0.05mm以下で表示面Mを有する
ものを用い、スライド232 を基準板21に固定し、本尺23
1 を移動してデプスバーBの先端pをレールの測定点に
接触させ、その移動量を表示面Mにデジタル表示する。
なお通り狂いと軌間の場合の測定点は、レールの踏面よ
りh=14mm低い内側面の点とされている。
FIG. 1 is a vertical and horizontal side view of a calibration jig 2 according to an embodiment of the present invention. The calibration jig 2 uses an aluminum plate having a length of about 1.3 m, a width w of about 60 mm and a thickness d of about 20 mm as the reference plate 21. The reference plate 21 is, for example, connected to three aluminum plates by bolts to have a length of about 1.3 m. When transported or stored in a storage case, the reference plate 21 is disassembled for convenient handling. The measuring part, which is not as high or low, has two reference projections 22a and 22b of the same length fixed at both ends of the reference plate 21 at a distance of 1.25 mm, and the length is measured at the center point of both reference projections 22a and 22b. Caliper for example
23. The basic form of the caliper 23 is depth bar B
In this case, the slide 232 is fixed to the reference plate 21 with a measuring accuracy of ± 0.05 mm or less and having a display surface M.
1 is moved to bring the tip p of the depth bar B into contact with the measurement point on the rail, and the amount of movement is digitally displayed on the display surface M.
In addition, the measurement point in the case of a runaway and a gauge is a point on the inner side surface which is h = 14 mm lower than the tread surface of the rail.

【0009】軌間測定部は、基準板21の両端部に設けた
ガイド溝241 と、これに沿って左右に移動する移動子24
a,24b よりなる。移動子24は下端に接触突起242 を有
し、その位置は基準板21の下面よりhだけ低く設定す
る。傾斜角測定部は、基準板21の適当な位置に水準器25
を設けて較正される。
The gauge measuring section includes guide grooves 241 provided at both ends of the reference plate 21 and a movable member 24 moving left and right along the guide grooves 241.
a, 24b. The mover 24 has a contact protrusion 242 at the lower end, and its position is set lower than the lower surface of the reference plate 21 by h. The inclination angle measuring unit is at a suitable position on the reference plate 21 with a level 25
And is calibrated.

【0010】次に、基準板21の両端と中心付近に、回動
可能な3枚の回動板26a,26b,26c を設ける。高低狂いの
測定の際、これらを基準板21に対して直角方向に回動し
て、左または右のレールの踏面に接触させると、基準板
21の湾曲が防止されて、ノギス23のデプスバーBの先端
pが、測定点に正しく接触して高低狂い量を正確に測定
することができる。
Next, three rotatable rotating plates 26a, 26b, 26c are provided at both ends and near the center of the reference plate 21. At the time of measurement of height deviation, when these are rotated in a direction perpendicular to the reference plate 21 and brought into contact with the tread surface of the left or right rail, the reference plate
The curvature of 21 is prevented, and the tip p of the depth bar B of the caliper 23 contacts the measurement point correctly, so that the amount of height deviation can be accurately measured.

【0011】図2は、上記の較正治具2による各軌道狂
い量の測定方法の説明図で、(a) は高低狂い、(b) は通
り狂い、(c) は軌間と傾斜角に対する場合を示す。(a)
において、基準板21の幅wの方向を垂直Z方向とし、各
回動板22を基準板21の方向に待避して、X方向の左また
は右レールRLに載置し、基準突起22a,22b をそれぞれ
の踏面に接触させる。なお、高低狂いがない状態に対し
て、表示面Mの数値を予め0に設定しておく。ノギス23
の本尺231 を上下に移動して、デプスバーBの先端pを
踏面の測定点に接触させると、1.25m弦の高低狂い
量δzが表示面Mにデジタル表示される。
FIGS. 2A and 2B are explanatory diagrams of the method of measuring the amount of deviation of the orbit using the above-described calibration jig 2. FIG. 2A shows the case where the height is irregular, FIG. 2B shows the deviation, and FIG. Is shown. (a)
, The direction of the width w of the reference plate 21 is set to the vertical Z direction, each rotating plate 22 is retracted in the direction of the reference plate 21, placed on the left or right rail RL in the X direction, and the reference projections 22a and 22b are Contact each tread. Note that the numerical value of the display surface M is set to 0 in advance in a state where there is no deviation in elevation. Caliper 23
When the main scale 231 is moved up and down to bring the tip p of the depth bar B into contact with the measurement point on the tread surface, the deviation δz of the 1.25 m string is digitally displayed on the display surface M.

【0012】図2(b) において、基準板21の幅wの方向
を水平かつレールに直角なY方向とし、各回動板22を基
準板21に対して直角方向に回動して、これらをレールR
Lの踏面に接触させる。ノギス23の本尺231 を前後に移
動して、先端pを内側面の測定点に接触させると、1.
25m弦の通り狂い量δyが表示面Mにデジタル表示さ
れる。
In FIG. 2B, the direction of the width w of the reference plate 21 is set to the Y direction which is horizontal and perpendicular to the rail, and each rotating plate 22 is rotated in the direction perpendicular to the reference plate 21, and Rail R
Contact the tread of L. When the main scale 231 of the caliper 23 is moved back and forth to bring the tip p into contact with the measurement point on the inner surface,
The deviation amount δy of the 25 m string is digitally displayed on the display surface M.

【0013】図2(c) において、基準板21の幅wの方向
を垂直Z方向とし、各回動板22を基準板21の方向に待避
して、基準板21の底面を左右の両レールRL1,RL2
踏面に接触させて載置する。両移動子24a,24b をそれぞ
れ左右に移動して、これらの接触突起242 を対応する内
側面の測定点に当接させ、この状態における両移動子24
a,24b の位置を、スケールなどにより測定すると軌間G
またはその狂い量δgがえれる。これとともに水準器25
により両レールRL1,RL2 の傾斜角θが測定され、こ
れを基準値に比較することにより、その狂い量δθがえ
られる。
In FIG. 2 (c), the direction of the width w of the reference plate 21 is set to the vertical Z direction, each rotating plate 22 is retracted in the direction of the reference plate 21, and the bottom surface of the reference plate 21 is moved to the left and right rails RL. 1 , RL 2 is placed in contact with the tread surface. The two sliders 24a and 24b are moved to the left and right, respectively, and these contact projections 242 are brought into contact with the corresponding measurement points on the inner surface.
When the position of a, 24b is measured with a scale etc., the gauge G
Or the deviation amount δg is obtained. With this level 25
The inclination angle θ of the two rails RL 1 and RL 2 is measured, and by comparing this with the reference value, the deviation amount δθ is obtained.

【0014】簡易型軌道検測車1の各軌道狂いデータを
検測現地で較正する際は、適宜な位置の軌道を選定して
参照軌道とし、その1.25m弦に対する高低狂い量δ
z、通り狂い量δy、軌間Gと狂い量δg、および傾斜
角θと狂い量δθを、図1の(a) 〜(c) の方法によりそ
れぞれ求め、これらのデータと、参照軌道について簡易
型軌道検測車1により測定された各軌道狂い量の測定デ
ータとをそれぞれ比較して、誤差があるときはこれが0
となるように後者を較正する。なお上記の較正方法は、
参照軌道が有する軌道狂い量についてのみ行われ、測定
可能な全範囲についてはなされないが、全範囲の較正は
製造工場においてなされているので、現地では上記の較
正方法で十分である。
When calibrating the data of the orbit deviation of the simplified orbit inspection vehicle 1 at the inspection site, an orbit at an appropriate position is selected and used as a reference orbit, and the elevation deviation δ with respect to the 1.25-m string.
z, the deviation amount δy, the gauge G and deviation amount δg, and the inclination angle θ and deviation amount δθ are obtained by the methods shown in FIGS. 1 (a) to 1 (c), respectively. The measured data of each track deviation amount measured by the track inspection vehicle 1 is compared with each other.
Calibrate the latter so that The above calibration method is
The calibration method described above is sufficient in the field because the calibration is performed at the manufacturing factory, but only for the amount of deviation of the reference orbit and not for the entire measurable range.

【0015】[0015]

【発明の効果】以上の説明のとおり、この発明の較正治
具によれば、運搬や不測の事態により簡易型軌道検測車
の結合部分に狂いなどが生じて、軌道狂いデータに発生
する測定誤差は、検測現地などにおいて0となるように
正しく較正できるもので、簡易型軌道検測車の測定デー
タの信頼性の向上に寄与する効果には、大きいものがあ
る。
As described above, according to the calibration jig of the present invention, when a transportation or an unforeseen situation causes an error or the like in the connection portion of the simplified type orbital inspection vehicle, the measurement which is generated in the orbit error data. The error can be correctly calibrated to be zero at the inspection site or the like, and there is a great effect that contributes to the improvement of the reliability of the measurement data of the simplified track inspection vehicle.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 図1は、この発明の一実施例の較正治具の縦
および横方向の側面図である。
FIG. 1 is a vertical and horizontal side view of a calibration jig according to an embodiment of the present invention.

【図2】 図2は、較正治具による各軌道狂い量の測定
方法の説明図で、(a) は高低狂いの説明図、(b) は通り
狂いの説明図、(c) は軌間と傾斜角に対する場合の説明
図である。
FIGS. 2 (a) and 2 (b) are explanatory diagrams of a method for measuring the amount of deviation of each orbit by using a calibration jig. FIG. 2 (a) is an explanatory diagram of deviation in height, FIG. It is explanatory drawing in the case of an inclination angle.

【図3】 図3は、簡易型軌道検測車の要部の斜視図で
ある。
FIG. 3 is a perspective view of a main part of a simplified track inspection vehicle.

【符号の説明】[Explanation of symbols]

1…簡易型軌道検測車、11A …基準梁、11B …回動梁、
12…結合梁、13a,13b,13c,14a,14b,14c …ローラー、15
…高低センサ、16…左右センサ、17…水準測定器、18…
データ処理部、181 …MPU、182 …プリンタ、2…較
正治具、21…基準板、22a,22b …基準突起、23…ノギ
ス、231 …本尺、232 …スライド、24a,24b …移動子、
241 …ガイド溝、242 …接触突起、25…水準器、26a,26
b,26c …回動板、RL1,RL2 …左右のレール、M…ノ
ギスの表示面、B…デプスバー、p…デプスバーの先
端、δz…高低狂い量、δy…通り狂い量、G…軌間、
δg…軌間狂い量、θ…傾斜角。
1: Simple track inspection car, 11A: Reference beam, 11B: Rotating beam,
12 ... connecting beam, 13a, 13b, 13c, 14a, 14b, 14c ... roller, 15
… High and low sensors, 16… Left and right sensors, 17… Level measuring instruments, 18…
Data processing unit, 181 MPU, 182 Printer, 2 Calibration jig, 21 Reference plate, 22a, 22b Reference protrusion, 23 Caliper, 231 Full scale, 232 Slide, 24a, 24b
241… Guide groove, 242… Contact protrusion, 25… Level, 26a, 26
b, 26c ... rotating plate, RL 1, RL 2 ... left and right rails, M ... the display surface of the caliper, B ... Depusuba, the tip of p ... Depusuba, .delta.z ... height deviation amount, .delta.y ... as deviation amount, G ... gauge ,
δg: Amount of deviation between gauges, θ: Inclination angle.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】適当な幅と厚さの金属板を基準板とし、該
基準板の両端に互いの間隔を1.25mとして設けら
れ、左または右のレールの踏面または頭部の内側面の所
定点に接触する同一長さの2個の基準突起と、該基準板
の中心点に設けられ、該踏面または該頭部の内側面の測
定点に接触する測長器よりなり、1.25m測定弦によ
るレールの高低狂い量または通り狂い量測定部と、該基
準板の両端部にそれぞれ設けられ、ガイド溝に沿って左
右に移動して、左右のレールの頭部の内側面の測定点に
接触する2個の移動子よりなる軌間測定部、および、該
基準板の適当な位置に設けた水準測定器を有し、水準面
に対する左右のレールの傾斜角測定部とにより構成さ
れ、適宜の軌道を参照軌道とし、該参照軌道の左および
右のレールの前記高低狂い量、通り狂い量、左右のレー
ルの軌間、および該両レールの傾斜角をそれぞれ測定
し、該各測定データにより、該参照軌道に対して簡易軌
道検測車により測定された各軌道狂いデータの誤差を較
正することを特徴とする、簡易型検測車の軌道狂いデー
タ較正用治具。
1. A metal plate having an appropriate width and thickness is used as a reference plate, and both ends of the reference plate are provided at a distance of 1.25 m from each other, and the tread surface of the left or right rail or the inner surface of the head is provided. 1.25 m comprising two reference projections of the same length contacting a predetermined point, and a length measuring device provided at the center point of the reference plate and contacting the measurement point on the inner surface of the tread or the head. A measuring portion for measuring the height of the rails or the amount of deviation of the rails by the measuring strings, and measuring points on the inner surface of the heads of the left and right rails which are provided at both ends of the reference plate and move left and right along the guide grooves. A gauge measuring unit consisting of two movers that come into contact with each other, and a level measuring device provided at an appropriate position on the reference plate; Trajectory as a reference trajectory, and the height of the left and right rails of the reference trajectory The amount of deviation, the amount of deviation, the distance between the right and left rails, and the inclination angle of both rails are measured, and the respective deviation data measured by the simple orbit inspection vehicle with respect to the reference trajectory based on the measurement data. A jig for calibrating out-of-orbit data of a simple inspection car, characterized by calibrating an error of (1).
【請求項2】前記基準板の両端と中心付近とに回動可能
としてそれぞれ設けられ、前記高低狂いの測定の際、該
基準板に対して直角方向に回動して、左または右のレー
ルの踏面に接触させ、該基準板の湾曲を防止して高低狂
い量の測定誤差の発生を回避する3枚の回動板を有する
ことを特徴とする、請求項1記載の簡易型軌道検測車の
軌道狂いデータ較正用治具。
2. A left or right rail which is rotatably provided at both ends of the reference plate and near the center thereof, and rotates in a direction perpendicular to the reference plate when measuring the height deviation. 2. A simplified track inspection system according to claim 1, further comprising three rotating plates which are in contact with the treads of the vehicle and prevent the reference plate from bending, thereby avoiding the occurrence of a measurement error of the amount of deviation. A jig for calibrating the car's track deviation.
JP21416896A 1996-07-25 1996-07-25 Irregularity of track calibration jig for simplified detection-measurement vehicle Pending JPH1035493A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21416896A JPH1035493A (en) 1996-07-25 1996-07-25 Irregularity of track calibration jig for simplified detection-measurement vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21416896A JPH1035493A (en) 1996-07-25 1996-07-25 Irregularity of track calibration jig for simplified detection-measurement vehicle

Publications (1)

Publication Number Publication Date
JPH1035493A true JPH1035493A (en) 1998-02-10

Family

ID=16651369

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21416896A Pending JPH1035493A (en) 1996-07-25 1996-07-25 Irregularity of track calibration jig for simplified detection-measurement vehicle

Country Status (1)

Country Link
JP (1) JPH1035493A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002362364A (en) * 2001-06-11 2002-12-18 East Japan Railway Co Railroad gage
WO2010042774A2 (en) * 2008-10-11 2010-04-15 John Cerwin Train rail alignment and distance system
CN113446916A (en) * 2021-06-04 2021-09-28 中铁十一局集团电务工程有限公司 Manual measurement method for parameters of high-speed magnetic suspension power rail
CN114808574A (en) * 2022-04-13 2022-07-29 南京市计量监督检测院 Automatic calibration and calibration system and method for gauging rule

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002362364A (en) * 2001-06-11 2002-12-18 East Japan Railway Co Railroad gage
WO2010042774A2 (en) * 2008-10-11 2010-04-15 John Cerwin Train rail alignment and distance system
WO2010042774A3 (en) * 2008-10-11 2010-06-10 John Cerwin Train rail alignment and distance system
US7900368B2 (en) 2008-10-11 2011-03-08 John Cerwin Train rail alignment and distance system
CN113446916A (en) * 2021-06-04 2021-09-28 中铁十一局集团电务工程有限公司 Manual measurement method for parameters of high-speed magnetic suspension power rail
CN113446916B (en) * 2021-06-04 2023-02-28 中铁十一局集团电务工程有限公司 Manual measurement method for parameters of high-speed magnetic suspension power rail
CN114808574A (en) * 2022-04-13 2022-07-29 南京市计量监督检测院 Automatic calibration and calibration system and method for gauging rule

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