JPS63177008A - Apparatus for measuring unevenness of tread surface of rail - Google Patents
Apparatus for measuring unevenness of tread surface of railInfo
- Publication number
- JPS63177008A JPS63177008A JP803987A JP803987A JPS63177008A JP S63177008 A JPS63177008 A JP S63177008A JP 803987 A JP803987 A JP 803987A JP 803987 A JP803987 A JP 803987A JP S63177008 A JPS63177008 A JP S63177008A
- Authority
- JP
- Japan
- Prior art keywords
- rail
- height
- tread surface
- laser beam
- data
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000001514 detection method Methods 0.000 claims description 14
- 238000007689 inspection Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 238000005259 measurement Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Abstract
Description
鉄道線路を形成するレールは、絶えざる列車の通過によ
り漸次平均的に摩耗するものであるが、・ロングレール
のレール溶接部に8けるレールの変形や摩耗による微小
凹凸などのレールの上部表面(以下レール踏面という)
の凹凸が発生し、これが車両の輪重の変動や騒音の発生
に影響することが明らかになっている。そこでこのよう
なレール踏面の凹凸を測定し、必要によりレール路面の
削正作業などがおこなわれている。レール踏面の凹凸の
測定は長さ2m程度の範囲て、十ミクロン程度の凹凸測
定の分解能が必要である。
従来、レール踏面の凹凸を測定する機器として、第4図
にしめすレール踏面測定器40がある0図(a)におい
て、基準部41は長さ1〜2mの鋼鉄製で、その両端に
設けた取付具42によりレールlに取り付けられる。基
準部41には図(b)に示す検出器43が摺動可能に取
り付けられ、手動によりこれを移動すると、レールの凹
凸に応じて検出ローラ44が上下して記録針45により
ロール紙46に凹凸の曲線が記録されるのである。
このような機械式の測定器は、検出ローラの精度、基準
部の撓みや変形による誤差の把握や補正が難しく、また
長い梁が必要で重い上、手動のため取り扱いが不便なこ
となどが欠点である。
[発明の目的1
この発明は従来の機械式のレール踏面測定器に代わり、
測定精度を向上するため検出方法をエレクトロニクス化
し、また取り扱いを便利とするために、移動方法として
モータによる自走式の測定装置を提供することを目的と
するものである。
〔問題点を解決するための手段〕
この発明では、従来の梁に代わってレーザビームを基準
線に使用する。これにより撓みや変形による誤差がなく
また軽量となる。
次に凹凸の検出には、静電容量の変化により間隔を測定
する、ギャップセンサと称する検出器を使用する。この
ギャップセンサはモータ駆動による自走式の車体にとり
つける。測定中、移動ないし走行により車体に振動を伴
うことが起こり、ギャップセンサの位置がレールに対し
て変位し誤差の原因となる。これに対しては上記のレー
ザビームによる基準線を参照して補正し、レール踏面の
真の凹凸を精度よく測定するものである。
測定データのレール踏面の位置との対応をとるために、
車軸にエンコーダを直結して回転角度を計り、これより
移動距離を求めるものである。
以上によりえられた各データはマイクロコンピュータに
より処理されて、記録器により記録される。The rails that make up a railway track are subject to gradual and average wear due to the constant passage of trains; (hereinafter referred to as rail tread)
It has become clear that unevenness occurs, which affects wheel load fluctuations and noise generation. Therefore, the unevenness of the rail tread surface is measured and, if necessary, the rail surface is ground. Measuring the unevenness of the rail tread requires a resolution of about 10 microns over a length of about 2 m. Conventionally, there is a rail tread measuring device 40 shown in FIG. 4 as a device for measuring the unevenness of a rail tread. In FIG. It is attached to the rail l by a fixture 42. A detector 43 shown in Figure (b) is slidably attached to the reference part 41, and when it is moved manually, the detection roller 44 moves up and down according to the unevenness of the rail, and the recording needle 45 moves the detector 43 onto the roll paper 46. The uneven curve is recorded. Disadvantages of such mechanical measuring instruments are that it is difficult to understand and correct errors caused by the accuracy of the detection roller and deflection or deformation of the reference part, and it is heavy because it requires a long beam, and it is inconvenient to handle because it is manual. It is. [Objective of the invention 1 This invention replaces the conventional mechanical rail tread measuring device,
The object of the present invention is to provide a self-propelled measuring device using a motor as a transportation method, in order to improve the measurement accuracy by using an electronic detection method, and to make handling convenient. [Means for Solving the Problems] In the present invention, a laser beam is used as a reference line instead of a conventional beam. This eliminates errors due to bending or deformation, and it is also lightweight. Next, to detect the unevenness, a detector called a gap sensor is used, which measures the gap based on changes in capacitance. This gap sensor is attached to a motor-driven self-propelled vehicle body. During measurement, vibrations occur in the vehicle body due to movement or running, and the position of the gap sensor is displaced with respect to the rail, causing an error. This is corrected by referring to the reference line created by the laser beam, and the true unevenness of the rail tread is accurately measured. In order to correspond to the position of the rail tread in the measurement data,
An encoder is directly connected to the axle to measure the rotation angle, and from this the distance traveled is determined. Each data obtained above is processed by a microcomputer and recorded by a recorder.
第1図(a)、(b)はこの発明によるレール路面測定
装置の検出器を搭載した検出車体8の構造図で、図(a
)はレールに直角方向の断面図、図(b)は平面図であ
る。車体は2軸4輪で、モータ5の回転力はギヤ6を介
して駆動車輪3に伝えられ自走する。車体がレールlか
ら外れず安定に測定できるように、ガイドローラ7を用
いて、車体を支持している。移動距離の測定のためロー
タリーエンコーダ9が走行車輪4の車軸に適当なギアを
介して取り付けられている。
2個の台車枠2を連結する床板2aの中央にギャップセ
ンサ10が固定され、その下面とレール路面の間隔が測
定される。その精度はミクロンオーダである。図(b)
に示すように、イメージセンサ11が次に述べる基準部
20よりの基準レーザビーム24を受光する位置に設け
られる。
第2図はこの発明によるレール踏面凹凸測定装置におけ
る検出車体8と基準設定部20をレールlに装着した状
態を示すもので、基準設定部20は、測定すべきレール
lの1端に着脱自在に固定される。基準設定部20にお
いては、レーザ管21のレーザビームを、コリメートレ
ンズ22により平行なビームとし、さらにスリット23
によって細くし、基準レーザビーム24とする。この場
合重要な点は、基準レーザビーム24とレールlとが正
しく平行におかれることで、これはイメージセンサ11
により調整されるものである。
第3図は検出車体8と検出データの処理を行う信号処理
部30などのブロック構成図を示す。
ギャップセンサ10の出力信号はA/D変換器32によ
りデジタル化され、またイメージセンサ11の出力信号
は増幅器12によりレベルが調整され、それぞれマイク
ロコンピュータ31に入力する。ここでこれらの信号よ
り、ギャップセンサlOとレール踏面の間隔のデータと
、基準レーザビーム24に対する車体位置の変動のデー
タかもとめられ、後者により前者の補正が行われる。す
なわち、これらの差分が真のレール路面の凹凸を表すも
のとして演算・出力される。同時にロータリーエンコー
ダ9によりえられている車軸の回転角度のデータ信号が
マイクロコンピュータ31にとりこまれて車体の移動距
離に換算され、凹凸のデータとともに記録器34に記録
されるものである。なお各部に対する電源として、直流
電源部33が設けられている。
[発明の効果]
以上に説明したように、この発明によるレール踏面凹凸
測定装置を使用すれば、従来の手動式に比較して、自走
方式であるので取り扱い上便利なことは勿論、移動によ
り車体に振動が生じても、レーザビームによる正確な基
準線を用いて補正するので誤差が小さく、ギャップセン
サによる間隔測定とあいまって、従来より遥かに高精度
の凹凸測定が可能となるものである。 。
このような装置を、レール踏面の凹凸の測定に使用する
ことにより、効率的なレールの管理をおこなうことがで
き、その効果には大きいものがある。FIGS. 1(a) and 1(b) are structural diagrams of a detection vehicle body 8 equipped with a detector of a rail road surface measuring device according to the present invention, and FIG.
) is a sectional view taken in a direction perpendicular to the rail, and figure (b) is a plan view. The vehicle body has two axes and four wheels, and the rotational force of the motor 5 is transmitted to the driving wheels 3 via the gear 6, so that the vehicle can run on its own. Guide rollers 7 are used to support the vehicle body so that the vehicle body does not come off the rails 1 and can be measured stably. A rotary encoder 9 is attached to the axle of the running wheel 4 via a suitable gear to measure the distance traveled. A gap sensor 10 is fixed to the center of a floor plate 2a connecting two bogie frames 2, and measures the distance between the lower surface of the floor plate 2a and the rail road surface. Its accuracy is on the order of microns. Figure (b)
As shown in FIG. 2, an image sensor 11 is provided at a position where it receives a reference laser beam 24 from a reference section 20, which will be described next. FIG. 2 shows a state in which the detection vehicle body 8 and the reference setting section 20 in the rail tread unevenness measuring device according to the present invention are attached to the rail l, and the reference setting section 20 is detachably attached to one end of the rail l to be measured. Fixed. In the reference setting section 20, the laser beam of the laser tube 21 is made into a parallel beam by a collimating lens 22, and is further converted into a parallel beam by a slit 23.
The reference laser beam 24 is made thinner by the reference laser beam 24. In this case, the important point is that the reference laser beam 24 and the rail l are correctly parallel to each other, which means that the image sensor 11
It is adjusted by FIG. 3 shows a block configuration diagram of the detection vehicle body 8, the signal processing section 30, etc. that processes detection data. The output signal of the gap sensor 10 is digitized by the A/D converter 32, and the level of the output signal of the image sensor 11 is adjusted by the amplifier 12, and each is input to the microcomputer 31. From these signals, data on the distance between the gap sensor lO and the rail tread surface and data on fluctuations in the vehicle body position with respect to the reference laser beam 24 are also obtained, and the former is corrected using the latter. That is, these differences are calculated and output as representing the true unevenness of the rail road surface. At the same time, the data signal of the rotation angle of the axle obtained by the rotary encoder 9 is taken into the microcomputer 31, converted into the moving distance of the vehicle body, and is recorded in the recorder 34 together with data on the unevenness. Note that a DC power supply section 33 is provided as a power supply for each section. [Effects of the Invention] As explained above, if the rail tread surface unevenness measuring device according to the present invention is used, it is not only convenient to handle because it is a self-propelled system, but also easy to move, compared to the conventional manual method. Even if vibration occurs in the vehicle body, the error is small because it is corrected using a precise reference line using a laser beam, and when combined with distance measurement using a gap sensor, it is possible to measure unevenness with much higher precision than before. . . By using such a device to measure the unevenness of the rail tread surface, efficient rail management can be achieved, and its effects are significant.
第1図(a)、(b)はこの発明による踏面凹凸測定装
置の検出車体の構造図で、図(a)はレールに直角方向
の断面図、図(b)は平面図である。第2図はこの発明
によるレール踏面凹凸測定装置における、検出車体と基
準設定部をレールに装着した状態を示す図、第3図はこ
の発明によるレール踏面凹凸測定装置の検出車体と信号
処理部のブロック構成図、第4図(a)、(b)は従来
のレール路面測定器の構造を示す外観図である。
1、レール 20台車枠、
2a、床板、 3.駆動車輪、4、走行車輪
、 5.モータ、
6、ギヤ機構、 7.ガイドローラ、8、検出車
体、 9.ロータリーエンコーダ、10、ギャップセ
ンサ、11.イメージセンサ、12、増幅器、
20.基準設定部、21、レーザ管、 22.コ
リメートレンズ、23、スリット、 24.基準レ
ーザビーム、3G、信号処理部、31.マイクロコンピ
ュータ、32、 A/D変換器、 33.直流電源部、
34、記録器、 40.レール踏面測定器、41
、基準梁、 42.取付具、43、検出器、
44.検出ローラ、45、記録針 46.
ロール紙。FIGS. 1(a) and 1(b) are structural diagrams of a detection vehicle body of a tread irregularity measuring device according to the present invention, where FIG. 1(a) is a sectional view taken in a direction perpendicular to the rail, and FIG. 1(b) is a plan view. FIG. 2 is a diagram showing the detection vehicle body and the reference setting section mounted on the rail in the rail tread surface unevenness measuring device according to the present invention, and FIG. 3 is a diagram showing the detection vehicle body and signal processing section of the rail tread surface unevenness measuring device according to the present invention The block diagram and FIGS. 4(a) and 4(b) are external views showing the structure of a conventional rail road surface measuring device. 1. Rail 20 bogie frame, 2a, Floor plate, 3. Drive wheels, 4. Running wheels, 5. Motor, 6. Gear mechanism, 7. Guide roller, 8, detection vehicle body, 9. Rotary encoder, 10, gap sensor, 11. image sensor, 12, amplifier,
20. Reference setting section, 21, laser tube, 22. Collimating lens, 23, slit, 24. Reference laser beam, 3G, signal processing unit, 31. Microcomputer, 32, A/D converter, 33. DC power supply section,
34. Recorder, 40. Rail tread measuring device, 41
, reference beam, 42. mounting fixture, 43, detector,
44. Detection roller, 45, recording needle 46.
roll paper.
Claims (3)
の位置に高さの基準レーザビームを設定する手段を有す
る基準設定部と、上記レール上を自走可能な台車に、レ
ール踏面に対する台車の高さを検出する手段、基準レー
ザビームを受光して高さの変化量を検出する手段、なら
びに台車が移動した距離を検出する手段を備えた検出車
体と、上記レール踏面にたえする台車の高さの検出デー
タ、基準レーザビームにたいする台車の高さの検出デー
タより、レール踏面の凹凸の量を計算し、レール上の位
置のデータとともに出力する信号処理部および記録器と
よりなることを特徴とするレール踏面凹凸測定装置。(1) A reference setting unit that is fixed to the rail and has means for setting a reference laser beam of a height at a position at a constant height from the rail tread; a detection vehicle body comprising means for detecting the height of the trolley relative to the rail tread surface, means for detecting the amount of change in height by receiving a reference laser beam, and means for detecting the distance traveled by the trolley; It consists of a signal processing unit and a recorder that calculates the amount of unevenness on the rail tread from the detected data of the height of the bogie relative to the reference laser beam and the detected data of the height of the bogie relative to the reference laser beam, and outputs it along with the position data on the rail. A rail tread surface unevenness measuring device characterized by:
らなる上記基準設定部を有する特許請求の範囲第1項記
載のレール踏面凹凸測定装置。(2) The rail tread surface unevenness measuring device according to claim 1, which has the reference setting section consisting of a laser tube, a collimating lens, and a slit.
軸に直結したロータリーエンコーダを設けた上記検出車
体を有する特許請求の範囲第1項記載のレール踏面凹凸
測定装置。(3) The rail tread irregularity measuring device according to claim 1, which has the detection vehicle body provided with a rotary encoder directly connected to the axle, which can calculate the travel distance of the truck from the rotation angle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP803987A JPS63177008A (en) | 1987-01-19 | 1987-01-19 | Apparatus for measuring unevenness of tread surface of rail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP803987A JPS63177008A (en) | 1987-01-19 | 1987-01-19 | Apparatus for measuring unevenness of tread surface of rail |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63177008A true JPS63177008A (en) | 1988-07-21 |
JPH0543247B2 JPH0543247B2 (en) | 1993-07-01 |
Family
ID=11682200
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP803987A Granted JPS63177008A (en) | 1987-01-19 | 1987-01-19 | Apparatus for measuring unevenness of tread surface of rail |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63177008A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0534139A (en) * | 1991-07-30 | 1993-02-09 | Nissan Motor Co Ltd | Measuring apparatus of abrasion of free rail of conveyor |
CN105241410A (en) * | 2015-09-28 | 2016-01-13 | 成都多极子科技有限公司 | Distance measuring unit of automatic train guide rail loss image acquisition apparatus |
KR20190028527A (en) * | 2016-07-27 | 2019-03-18 | 주고꾸 도료 가부시키가이샤 | Three-dimensional surface roughness evaluating device, three-dimensional surface roughness evaluating method, three-dimensional surface roughness data acquiring device, and three-dimensional surface roughness data acquiring method |
CN110344327A (en) * | 2019-07-03 | 2019-10-18 | 西南交通大学 | A kind of cable-stayed bridge upper rail control net real-time grid DEM method of CPIII point |
JP2020118003A (en) * | 2019-01-28 | 2020-08-06 | 東日本旅客鉄道株式会社 | Rail overhang detection system |
-
1987
- 1987-01-19 JP JP803987A patent/JPS63177008A/en active Granted
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0534139A (en) * | 1991-07-30 | 1993-02-09 | Nissan Motor Co Ltd | Measuring apparatus of abrasion of free rail of conveyor |
CN105241410A (en) * | 2015-09-28 | 2016-01-13 | 成都多极子科技有限公司 | Distance measuring unit of automatic train guide rail loss image acquisition apparatus |
KR20190028527A (en) * | 2016-07-27 | 2019-03-18 | 주고꾸 도료 가부시키가이샤 | Three-dimensional surface roughness evaluating device, three-dimensional surface roughness evaluating method, three-dimensional surface roughness data acquiring device, and three-dimensional surface roughness data acquiring method |
US11162786B2 (en) | 2016-07-27 | 2021-11-02 | Chugoku Marine Paints, Ltd. | Three-dimensional surface roughness evaluating device, three-dimensional surface roughness evaluating method, three-dimensional surface roughness data acquiring device, and three-dimensional surface roughness data acquiring method |
JP2020118003A (en) * | 2019-01-28 | 2020-08-06 | 東日本旅客鉄道株式会社 | Rail overhang detection system |
CN110344327A (en) * | 2019-07-03 | 2019-10-18 | 西南交通大学 | A kind of cable-stayed bridge upper rail control net real-time grid DEM method of CPIII point |
Also Published As
Publication number | Publication date |
---|---|
JPH0543247B2 (en) | 1993-07-01 |
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