JPH0439009B2 - - Google Patents
Info
- Publication number
- JPH0439009B2 JPH0439009B2 JP608887A JP608887A JPH0439009B2 JP H0439009 B2 JPH0439009 B2 JP H0439009B2 JP 608887 A JP608887 A JP 608887A JP 608887 A JP608887 A JP 608887A JP H0439009 B2 JPH0439009 B2 JP H0439009B2
- Authority
- JP
- Japan
- Prior art keywords
- vehicle
- track
- measurement points
- deviation
- eccentric
- 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.)
- Expired
Links
- 238000005259 measurement Methods 0.000 claims description 25
- 238000000034 method Methods 0.000 claims description 10
- 238000012545 processing Methods 0.000 claims description 7
- 238000001514 detection method Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 description 12
- 238000012360 testing method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 238000000691 measurement method Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、高速走行の実績のある営業用車両と
同様な2台車形式の車両の1車両または連結した
2車両を用いて、軌道管理へのデータの活用範囲
を大きい任意の波長特性を持つ軌道狂いを測定可
能にすることにより、軌道検測車として高価な特
殊車両を製作する費用を省き、しかも高速走行し
ながら軌道狂いを高精度で測定できるようにした
軌道狂いの測定法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides track management using one or two connected two-bogie vehicles similar to commercial vehicles that have a track record of high-speed running. By making it possible to measure track deviations with arbitrary wavelength characteristics, it is possible to eliminate the cost of manufacturing expensive special vehicles as track inspection vehicles, and to detect track deviations with high precision while traveling at high speeds. This relates to a method for measuring orbital deviations that can be measured.
従来の高速軌道試験車は軌道の高低狂いと通り
狂いを特定長の弦による中央の偏差で測定(正矢
法)するため、1車両に3個の台車を有し、かつ
車体の剛性を大きくした特殊車両を必要とするこ
とから、高価になると同期に今後の速度向上につ
いては解明すべき走行安全上の問題が残されてい
た。一方、高速鉄道で必要とする波長特性に応じ
た長波長領域を含む任意の波長特性を持つ軌道狂
いを正矢法で測定するには、測定弦長を長くし、
かつ種々の測定弦長で測定しこれを加算するなど
の処理が必要で、このためには車体長を長く、か
つ剛性を大きくして、種々の測定弦長の正矢測定
が可能な特殊車両を製作することになり、費用面
とともに高速車両としての構成が困難であつた。
Conventional high-speed track test vehicles have three bogies in one vehicle, and the rigidity of the vehicle body has been increased to measure the height deviation and running deviation of the track using the center deviation of a string of a specific length (masaya method). Because it required a special vehicle with a 300-degree diameter, it became expensive, and at the same time, there were still running safety issues that needed to be resolved in order to improve speed in the future. On the other hand, in order to measure track deviations with arbitrary wavelength characteristics, including the long wavelength range according to the wavelength characteristics required by high-speed railways, using the Masaya method, the measurement string length should be increased.
In addition, it is necessary to perform processing such as measuring at various measured chord lengths and adding the results.To do this, a special vehicle with a long body and high rigidity that can perform masaya measurements of various measured chord lengths is required. It was difficult to construct it as a high-speed vehicle in addition to the cost.
一方、軸箱加速度を2回積分し、慣性空間に対
する変位を求める所謂慣性測定法による場合に
は、軌道狂いの検出に所要の精度を得るために一
定の走行速度以上でなければ、これを用いること
ができなかつた。 On the other hand, in the case of the so-called inertial measurement method, which integrates the axle box acceleration twice and calculates the displacement with respect to the inertial space, this method is used unless the running speed exceeds a certain level in order to obtain the required accuracy for detecting track deviation. I couldn't do it.
本発明は、上記従来の軌道試験車のような問題
点のない、すなわち、車両価格が安く、300Km/
h領域に至るような高速走行時の安全性にも問題
がなく、しかも任意の波長特性を持つ軌道狂いを
精度良く測定する軌道狂いの措定法を提供するこ
とを目的とする。
The present invention does not have the problems of the conventional track test vehicle mentioned above, that is, the vehicle price is low, and the 300 km /
It is an object of the present invention to provide a method for determining track deviations that does not cause safety problems during high-speed running such as in the h region, and that can accurately measure track deviations having arbitrary wavelength characteristics.
〔問題点を解決するための手段〕
上記の軌道試験車にかかわる問題点のうち、3
台車形式で特別に車体の剛性を大きくし、しかも
高速走行に関して走行安全上の問題が残つてい
る、従来の特殊構造の軌道試験車両を使用するこ
とを止め、2台車形式の1車両の2個の台車に
各々2箇所づつ、計4個所の測定点を設けるか、
または2両連結の2台車形式の車両の各台車毎に
1箇所づつ、計4個所の測定点を設け、これら4
箇所の測定点のうち3点ずつを用いて2種類の偏
心矢を構成することにより、既に高速走行の実績
が十分ある営業車に近い又は同一の構造の車両を
用いて、長い測定弦長を持つ2種類の偏心矢デー
タを測定し、軌道管理に必要な波長特性に応じた
軌道狂いを得るために、これら2種類の偏心矢デ
ータを、車両の走行にともない、位置をずらせて
加算することにより、線形位相で波形の位相歪の
無い測定データを得、これを必要な波長特性に合
わせたデイジタルフイルタ処理を行うことによ
り、任意の波長特性を持ち、かつ波形歪の無い軌
道狂いを得ることを可能にした。[Means to solve the problems] Among the problems related to the track test vehicle mentioned above, 3
We have stopped using the conventional track test vehicle with a special structure, which has a bogie type with a specially increased rigidity of the car body, and still has issues with running safety when running at high speeds, and has replaced the two-bogie type with one vehicle. Install a total of 4 measurement points, 2 on each trolley, or
Alternatively, a total of 4 measurement points are established, one for each bogie of a two-bogie type vehicle with two cars connected, and these four
By configuring two types of eccentric arrows using three measurement points each, it is possible to measure long string lengths using a vehicle that is similar to or has the same structure as a commercial vehicle that has a sufficient track record of high-speed running. In order to measure the two types of eccentric arrow data that the vehicle has, and to obtain orbit deviations according to the wavelength characteristics required for track management, these two types of eccentric arrow data are added while shifting their positions as the vehicle travels. By obtaining measurement data with a linear phase and no phase distortion of the waveform, and by performing digital filter processing on this data according to the required wavelength characteristics, it is possible to obtain orbit deviations with arbitrary wavelength characteristics and no waveform distortion. made possible.
2台車形式の1車両で構成される軌道試験車の
測定原理を第1図に示す。車体1は走行車輪2に
支持されてレール3の上を矢印の方向へ進む。台
車4にはレールの上下または左右の変位を走行中
に連続的に測定する4つの変位測定器5を設け
る。Aの位置の軌道狂いを測定する場合には、第
1図aの位置における変位測定器5−1,5−
2,5−4の測定データを用い、車上に設けた充
分な精度を持つ棒あるいはレーザ光による基準線
6−1に対して、第1図cに示す偏心矢7を計算
する。次に、車両が進行して第1図bの位置にき
た時の変位測定器5−1,5−3,5−4の測定
データを用いて、同様に基準線6−2に対して第
1図cに示す偏心矢8を計算する。これら2つ偏
心矢7,8を加算すると、第1図bの5−1、第
1図aの5−1、第1図aの5−2または第1図
bの5−3、第1図bの5−4、第1図aの5−
4の5点の、位置Aに対して対称に配置された測
定点の測定データに重みを付けて加算したデータ
が得られ、これは長波長領域の軌道狂いを含み、
かつ線形位相で位相歪の無い軌道狂いの測定にな
る。
Figure 1 shows the measurement principle of a track test vehicle consisting of one two-carriage vehicle. The vehicle body 1 is supported by running wheels 2 and moves on rails 3 in the direction of the arrow. The trolley 4 is provided with four displacement measuring devices 5 that continuously measure the vertical or horizontal displacement of the rail while traveling. When measuring the orbital deviation at the position A, use the displacement measuring devices 5-1, 5- at the position a in Fig. 1.
Using the measurement data of 2 and 5-4, the eccentric arrow 7 shown in FIG. Next, using the measurement data of the displacement measuring devices 5-1, 5-3, and 5-4 when the vehicle advances and reaches the position shown in FIG. Calculate the eccentric arrow 8 shown in Figure 1c. When these two eccentric arrows 7 and 8 are added, 5-1 in Fig. 1b, 5-1 in Fig. 1a, 5-2 in Fig. 1a or 5-3 in Fig. 1b, 1 5-4 in Figure b, 5- in Figure 1 a
Data is obtained by adding weights to the measurement data of the five measurement points of 4, which are arranged symmetrically with respect to position A, and this includes orbit deviations in the long wavelength region.
In addition, orbit deviation can be measured with linear phase and no phase distortion.
さらに、軌道管理上必要とされる波長特性に応
じた軌道狂いを検出するためには、このデータに
対して波長特性に応じたデイジタルフイルタ処理
により、必要な軌道狂いを演算することができ
る。 Further, in order to detect an orbit deviation according to the wavelength characteristics required for orbit management, the necessary orbit deviation can be calculated by digital filter processing according to the wavelength characteristics on this data.
例えば、新幹線のような高速鉄道の軌道管理に
必要な、6〜80mの波長範囲で一定の検出特性を
持つ軌道狂いを、台車間隔17.5m、台車の軸間距
離2.5mの、現在の2台車の営業用の新幹線車両
と同じ構造の車両で測定する場合には、第1図に
示す方法で得られたデータに対して、第2図に示
す空間周波数特性を持つデイジタルフイルタ演算
を行うことにより、、所要の波長特性を持ち、か
つ位相歪の無い軌道狂いを検出することができ
る。 For example, the current two-bogie system with a bogie spacing of 17.5 m and a center-to-bogie center distance of 2.5 m can detect track deviations with certain detection characteristics in the wavelength range of 6 to 80 m, which is necessary for track management of high-speed railways such as the Shinkansen. When measuring on a vehicle with the same structure as a commercial Shinkansen vehicle, the data obtained using the method shown in Figure 1 is subjected to digital filter calculations with the spatial frequency characteristics shown in Figure 2. , it is possible to detect orbit deviations that have the required wavelength characteristics and no phase distortion.
通り狂いの場合等のように車輪間に検出器を設
ける必要があり、1台車に2個の測定点を設ける
ことが困難な場合には、2台車形式の2両連結の
車両を用い、第3図に示す原理により測定する。 If it is necessary to install a detector between the wheels and it is difficult to install two measurement points on one vehicle, such as in the case of a misalignment, a two-carriage vehicle with two connected vehicles may be used. Measurement is performed according to the principle shown in Figure 3.
2両連結の各々の台車4にはレールの上下また
は左右の変位を走行中に連続的に測定する4つの
変位測定器5を設ける。Bの位置の軌道狂いを測
定する場合には、第3図aの位置における変位測
定器5−1,5−2,5−4の測定データを用い
て偏心矢を計算する。2両連結の車両を用いる場
合には、各車両内に基準線6を設けるとともに車
両間におけるこれら基準線の相対変位と交角を補
正して偏心矢を求めることになる。次に、車両が
進行して第3図bの位置にきた時の変位測定器5
−1,5−3,5−4の測定データを用い、第3
図aの場合と同様な補正を行つて偏心矢を計算す
る。これら2つの偏心矢を加算すると、1車両に
よる測定と同様な原理により、さらに長い波長成
分を含み、かつ線形位相で位相歪の無い軌道狂い
を測定することができる。軌道管理上必要とされ
る波長特性に応じた軌道狂いを検出するためのデ
イジタルフイルタ処理は1車両による測定に対す
る処理と同様である。 Each of the two-car connected bogies 4 is provided with four displacement measuring devices 5 that continuously measure the vertical or horizontal displacement of the rail during running. When measuring the orbit deviation at the position B, the eccentric arrow is calculated using the measurement data of the displacement measuring devices 5-1, 5-2, and 5-4 at the position shown in FIG. 3a. When using a two-car connected vehicle, a reference line 6 is provided in each vehicle, and the eccentric arrow is determined by correcting the relative displacement and intersection angle of these reference lines between the vehicles. Next, the displacement measuring device 5 when the vehicle advances and reaches the position shown in FIG.
- Using the measurement data of 1, 5-3, 5-4, the third
The eccentric arrow is calculated by performing the same correction as in the case of Figure a. By adding these two eccentricity arrows, it is possible to measure track deviation that includes a longer wavelength component and has a linear phase and no phase distortion, using the same principle as the one-vehicle measurement. Digital filter processing for detecting track deviations according to wavelength characteristics required for track management is the same as the processing for measurements by one vehicle.
以上の測定法は、連結車両の両数や変位測定点
の個数を増やしても同様な原理で測定できること
はいうまでもない。 It goes without saying that the measurement method described above can be performed using the same principle even if the number of connected vehicles and the number of displacement measurement points are increased.
以上に説明したとうり、この発明による方法に
よれば、当初に述べた特殊構造の軌道試験車では
なく、車両価格が安く、かつ高速走行時の安全性
にも問題がない、営業車両と同じ構造の車両で長
波長領域を含む軌道狂いを測定し、しかも任意の
波長特性を持つ軌道狂いを精度良く検出できるの
で、新幹線をさらに速度向上した超高速鉄道の軌
道管理に用いる軌道試験車については、この方式
によつて始めて、その軌道狂いの検出が可能とな
る。
As explained above, according to the method according to the present invention, instead of using a track test vehicle with a special structure as mentioned at the beginning, the vehicle price is low, there is no problem with safety when running at high speed, and it is the same as a commercial vehicle. Since it is possible to measure track deviations including long wavelength range using a structured vehicle, and detect track deviations with arbitrary wavelength characteristics with high accuracy, it is suitable for track test vehicles used for track management of ultra-high-speed railways that further improve the speed of Shinkansen trains. , Only by using this method can the detection of the orbit deviation become possible.
第1図は2台車形式の1車両を用いて測定する
場合の測定原理の説明図、第2図は第1図の方法
で測定したデータを用いてデイジタルフイルタ処
理を行う場合のフイルタ特性の例、第3図は2両
連結の2台車形式の車両を用いて測定する場合の
測定原理の説明図である。
1……車体、2……車輪、3……レール、4…
…台車、5……上下または左右のレール変位測定
器、6……偏心矢の基準線、7,8……偏心矢。
Figure 1 is an explanatory diagram of the measurement principle when measuring using one two-carriage vehicle, and Figure 2 is an example of filter characteristics when digital filter processing is performed using data measured using the method shown in Figure 1. , FIG. 3 is an explanatory diagram of the measurement principle when measuring using a two-bogie type vehicle with two cars connected. 1... Vehicle body, 2... Wheels, 3... Rail, 4...
...Bogie, 5... Vertical or left/right rail displacement measuring device, 6... Reference line for eccentric arrow, 7, 8... Eccentric arrow.
Claims (1)
所づつ、計4箇所の軌道狂いの測定点を設ける
か、または2台車形式の2両連結の車両の各台車
に1箇所づつ、計4箇所の軌道狂いの測定点を設
け、これら4箇所の測定点のうち3点ずつを用い
て、長い測定弦長を持つ2種類の偏心矢を構成
し、レールの上下または左右の軌道狂いの偏心矢
データを測定し、車両の進行にともない、これら
2つの偏心矢データの位置をずらせて加算し、さ
らに、必要とする波長特性に応じたデイジタルフ
イルタ処理により長波長領域を含む任意の波長特
性を持つ軌道狂いの検出を可能にすることを特徴
とする軌道狂いの測定法。1. Install track deviation measurement points at four locations, two on each of the two bogies of a two-bogie type vehicle, or one location on each bogie of a two-car connected vehicle. Four measurement points for track deviations are set up, and three of these four measurement points are used to construct two types of eccentric arrows with long measurement string lengths, and the measurement points are used to measure track deviations in the upper and lower or left and right directions of the rail. Measure the eccentric arrow data, shift the positions of these two eccentric arrow data as the vehicle advances, and add them.Furthermore, perform digital filter processing according to the required wavelength characteristics to obtain arbitrary wavelength characteristics including the long wavelength region. A method for measuring orbital deviation, characterized in that it enables detection of orbital deviation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP608887A JPS63175713A (en) | 1987-01-16 | 1987-01-16 | Method for measuring track deviation of optional wavelength using eccentricity arrow data |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP608887A JPS63175713A (en) | 1987-01-16 | 1987-01-16 | Method for measuring track deviation of optional wavelength using eccentricity arrow data |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63175713A JPS63175713A (en) | 1988-07-20 |
| JPH0439009B2 true JPH0439009B2 (en) | 1992-06-26 |
Family
ID=11628779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP608887A Granted JPS63175713A (en) | 1987-01-16 | 1987-01-16 | Method for measuring track deviation of optional wavelength using eccentricity arrow data |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63175713A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012251840A (en) * | 2011-06-02 | 2012-12-20 | Railway Technical Research Institute | Rail unevenness measurement device |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7675693B2 (en) * | 2022-09-30 | 2025-05-13 | 公益財団法人鉄道総合技術研究所 | Bridge deflection measurement method, deflection measurement device, and bridge deflection measurement program |
-
1987
- 1987-01-16 JP JP608887A patent/JPS63175713A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012251840A (en) * | 2011-06-02 | 2012-12-20 | Railway Technical Research Institute | Rail unevenness measurement device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63175713A (en) | 1988-07-20 |
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