JPH08313245A - Method and apparatus for detection of movement amount in curved section of track - Google Patents

Method and apparatus for detection of movement amount in curved section of track

Info

Publication number
JPH08313245A
JPH08313245A JP11735195A JP11735195A JPH08313245A JP H08313245 A JPH08313245 A JP H08313245A JP 11735195 A JP11735195 A JP 11735195A JP 11735195 A JP11735195 A JP 11735195A JP H08313245 A JPH08313245 A JP H08313245A
Authority
JP
Japan
Prior art keywords
movement amount
value
site
average value
trajectory
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
Application number
JP11735195A
Other languages
Japanese (ja)
Other versions
JP2716400B2 (en
Inventor
Tateshi Tsuji
立志 辻
Masaru Morimoto
勝 森本
Masaro Shimatake
正郎 嶋武
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.)
Central Japan Railway Co
Original Assignee
Central Japan Railway Co
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 Central Japan Railway Co filed Critical Central Japan Railway Co
Priority to JP11735195A priority Critical patent/JP2716400B2/en
Publication of JPH08313245A publication Critical patent/JPH08313245A/en
Application granted granted Critical
Publication of JP2716400B2 publication Critical patent/JP2716400B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Machines For Laying And Maintaining Railways (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PURPOSE: To find a proper movement amount in a curved section and to correct the warp of a track more completely in a movement-amount detection method and a movement-amount detection apparatus by means of restored waves. CONSTITUTION: Even in an ideal positive-arrow value which does not contain any warp of a track, a correction movement amount Ms as an error is generated when restored waves are generated by a filtering operation. This can be applied to a mean value Vba as the reference of a site versed sine value Vb, and a site movement amount Mb , in (c), which is found by using the mean value Vba as a reference contains the error of the portion of the correction movement amount Ms. Consequently, when a hatching part (the portion of the correction movement amount Ms) is subtracted from the site movement amount Mb, a precise movement amount M is found as shown in (e). Thereby, even when the movement amount in a curved section of the track is detected by the restored waves, the proper movement amount M in the curved section can be found, and the warp of the track can be corrected more completely.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、軌道の曲線区間移動量
検出方法および軌道の曲線区間移動量検出装置に関し、
特に、軌道の曲線区間における軌道を整正するための移
動量を求める方法および装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for detecting a movement amount of a curved section of a track and an apparatus for detecting a movement amount of a curved section of a track,
In particular, the present invention relates to a method and apparatus for obtaining a movement amount for adjusting a trajectory in a curved section of the trajectory.

【0002】[0002]

【従来の技術】軌道線形、特に曲線区間の軌道線形は、
主に糸張り式交差法によって正矢値を人手あるいは軌道
検測装置等により測定し、その正矢値から軌道狂いを整
正するための移動量を得るのが普通である。例えば、特
開昭63−272802号、特開昭63−101701
号、特開平2−96002号、および特開平6−343
57号にて正矢値から移動量(偏位量)を求める方法が
提案されている。
2. Description of the Related Art Trajectory alignment, especially in curve sections, is
It is usual to measure the straight line value mainly by the thread tension type crossing method manually or by a track inspection device, and obtain the movement amount for correcting the track deviation from the straight line value. For example, JP-A-63-272802 and JP-A-63-101701.
JP-A-2-96002 and JP-A-6-343.
No. 57 proposes a method of obtaining the movement amount (deviation amount) from the positive arrow value.

【0003】この方法は、現場正矢値と設計正矢値との
関係(ここでは両者の偏差)から、順次、離散的に計算
を行って、所定間隔で移動量を求めるものである。この
ような離散的な方法とは別に、比較的高速な方法とし
て、測定装置から得られる現場正矢値を、軌道狂いによ
り生じる現場正矢値の変動を平均するフィルタにてフィ
ルタリング(移動平均)して基準となる復元波を求め、
その復元波に対して現場正矢値がどのように偏位してい
るかをチェックして、その偏位から移動量を決定する方
法が考えられている。
According to this method, the amount of movement is determined at predetermined intervals by sequentially and discretely calculating from the relationship (here, the deviation between the two values) between the on-site positive arrow value and the design positive arrow value. In addition to such a discrete method, as a relatively high-speed method, the on-site Masaya value obtained from the measuring device is filtered by a filter that averages the fluctuation of the on-site Masaya value caused by the trajectory deviation (moving average). To obtain the reference restoration wave,
A method is considered in which how the on-site Masaya value deviates from the restored wave is checked and the amount of movement is determined from the deviation.

【0004】[0004]

【発明が解決しようとする課題】しかし、この復元波に
よる方法では、次のような問題点が存在した。すなわち
曲線区間においては、復元波と現場正矢値との関係を求
めて、移動量を算出した場合に、その移動量を用いて実
際の軌道の整正作業をおこなっても、完全に軌道狂いを
整正できないという点である。例えば、図10に示すご
とく、曲線区間については、軌道は直線区間Hから直ち
に一定の曲率半径の円軌道(円曲線区間E)に接続され
ているのではなく、緩和曲線区間Fを介して徐々に曲率
を変化させて円曲線区間Eに接続されている。この曲線
区間の内でも、特に、緩和曲線区間Fの前後、すなわち
緩和曲線区間Fと直線区間Hとの接続部分あるいは緩和
曲線区間Fと円曲線区間Eとの接続部分における軌道狂
いを完全に整正することはできなかった。
However, the method using the restored wave has the following problems. In other words, in the curved section, when the travel distance is calculated by obtaining the relationship between the restored wave and the field in-situ value, even if the actual travel path is adjusted using the travel distance, the trajectory is completely out of order. It is a point that can not be adjusted. For example, as shown in FIG. 10, in the curved section, the trajectory is not immediately connected from the straight section H to a circular trajectory with a constant radius of curvature (circular curve section E), but gradually via the relaxation curve section F. Is connected to the circular curve section E with the curvature changed. Within this curve section, especially, the trajectory deviation is completely adjusted before and after the relaxation curve section F, that is, in the connection portion between the relaxation curve section F and the straight line section H or the connection portion between the relaxation curve section F and the circular curve section E. I couldn't correct it.

【0005】本発明は、復元波による移動量検出方法・
装置において、上記曲線区間における適切な移動量を求
めて、軌道狂いの整正をより完全なものとすることを目
的とするものである。
The present invention is directed to a method of detecting the amount of movement based on a restoration wave.
It is an object of the present invention to obtain an appropriate amount of movement in the above-mentioned curved section and to complete the correction of the trajectory deviation more completely.

【0006】[0006]

【課題を解決するための手段】請求項1記載の発明は、
曲線区間における軌道を整正するための移動量を求める
軌道の曲線区間移動量検出方法であって、実測された現
場正矢値をフィルタリングして移動平均値を求め、該移
動平均値と前記現場正矢値との関係から現場移動量を求
め、前記軌道の曲線区間における設計上の軌道線形から
得られた設計正矢値をフィルタリングして移動平均値を
求め、該移動平均値と前記設計正矢値との関係から補正
移動量を求め、前記現場移動量と前記補正移動量との偏
差から、前記軌道を整正するための移動量を求めること
を特徴とする軌道の曲線区間移動量検出方法である。
According to the first aspect of the present invention,
A method of detecting a moving amount of a curved section of a track for obtaining a moving amount for adjusting a track in a curved section, wherein a moving average value is obtained by filtering an actually measured site Masaya value, and the moving average value and the site. The field movement amount is obtained from the relationship with the positive arrow value, the moving average value is obtained by filtering the design positive arrow value obtained from the designed trajectory linear shape in the curved section of the trajectory, and the moving average value and the design positive value are obtained. Detection of a corrected movement amount from the relationship with the arrow value, and detection of a movement amount for adjusting the trajectory from the deviation between the on-site movement amount and the corrected movement amount. Is the way.

【0007】請求項2記載の発明は、曲線区間における
軌道を整正するための移動量を求める軌道の曲線区間移
動量検出方法であって、実測された現場正矢値をフィル
タリングして移動平均値を求め、該移動平均値と前記現
場正矢値との関係から現場移動量を求め、前記現場正矢
値に基づいて理想的な正矢値として求められた理想正矢
値をフィルタリングして移動平均値を求め、該移動平均
値と前記理想正矢値との関係から補正移動量を求め、前
記現場移動量と前記補正移動量との偏差から、前記軌道
を整正するための移動量を求めることを特徴とする軌道
の曲線区間移動量検出方法である。
According to a second aspect of the present invention, there is provided a method for detecting a movement amount of a curved section of a trajectory for obtaining a movement amount for adjusting a trajectory in a curved section, wherein a measured moving field average value is filtered to obtain a moving average. The value is obtained, the on-site movement amount is obtained from the relationship between the moving average value and the on-site positive arrow value, and the ideal positive arrow value obtained as the ideal positive arrow value based on the on-site positive arrow value is filtered. A moving average value is obtained, a corrected moving amount is obtained from the relationship between the moving average value and the ideal straight line value, and a moving amount for adjusting the trajectory from the deviation between the on-site moving amount and the corrected moving amount. Is a method for detecting the amount of movement of a curved section of a trajectory.

【0008】請求項3記載の発明は、上記設計正矢値ま
たは上記理想正矢値から求められた上記移動平均値のパ
ターンと、上記現場正矢値から求められた上記移動平均
値のパターンとの一致度が最も高い位置にて、上記移動
量を求める請求項1または2記載の軌道の曲線区間移動
量検出方法である。
According to a third aspect of the present invention, a pattern of the moving average value obtained from the design positive value or the ideal positive arrow value and a pattern of the moving average value obtained from the on-site positive arrow value are provided. 3. The method for detecting a movement amount of a curved section of a trajectory according to claim 1, wherein the movement amount is obtained at a position where the degree of coincidence is highest.

【0009】請求項4記載の発明は、曲線区間における
軌道を整正するための移動量を求める軌道の曲線区間移
動量検出装置であって、実測された現場正矢値をフィル
タリングして移動平均値を求め、該移動平均値と前記現
場正矢値との関係から現場移動量を求める現場移動量算
出手段と、前記軌道の曲線区間における設計上の軌道線
形から得られた設計正矢値をフィルタリングして移動平
均値を求め、該移動平均値と前記設計正矢値との関係か
ら補正移動量を求める補正移動量算出手段と、前記現場
移動量算出手段にて算出された現場移動量と、前記補正
移動量算出手段にて算出された補正移動量との偏差から
前記軌道を整正するための移動量を求める移動量算出手
段と、を備えたことを特徴とする軌道の曲線区間移動量
検出装置である。
According to a fourth aspect of the present invention, there is provided an apparatus for detecting a moving amount of a curved section of a track for obtaining a moving amount for straightening a track in a curved section, wherein a measured moving field average value is filtered to obtain a moving average. A site movement amount calculation means that obtains a value and obtains a site movement amount from the relationship between the moving average value and the site positive arrow value, and a design straight line value obtained from the design trajectory linear shape in the curved section of the trajectory. A moving average value is obtained by filtering, and a corrected moving amount calculating means for obtaining a corrected moving amount from the relationship between the moving average value and the design straight line value, and the on-site moving amount calculated by the on-site moving amount calculating means. A movement amount calculation means for obtaining a movement amount for adjusting the trajectory from a deviation from the corrected movement amount calculated by the correction movement amount calculation means, It is a quantity detection device.

【0010】請求項5記載の発明は、曲線区間における
軌道を整正するための移動量を求める軌道の曲線区間移
動量検出装置であって、実測された現場正矢値をフィル
タリングして移動平均値を求め、該移動平均値と前記現
場正矢値との関係から現場移動量を求める現場移動量算
出手段と、前記現場正矢値に基づいて理想的な正矢値と
して求められた理想正矢値をフィルタリングして移動平
均値を求め、該移動平均値と前記理想正矢値との関係か
ら補正移動量を求める補正移動量算出手段と、前記現場
移動量算出手段にて算出された現場移動量と、前記補正
移動量算出手段にて算出された補正移動量との偏差から
前記軌道を整正するための移動量を求める移動量算出手
段と、を備えたことを特徴とする軌道の曲線区間移動量
検出装置である。
According to a fifth aspect of the present invention, there is provided a track section movement amount detection device for obtaining a movement amount for straightening a track in a curve section, wherein a measured moving site average value is filtered to obtain a moving average. An on-site movement amount calculating means that obtains a value and obtains an on-site movement amount from the relationship between the moving average value and the on-site positive arrow value, and an ideal positive value obtained as an ideal positive arrow value based on the on-site positive arrow value. A moving average value is obtained by filtering arrow values, and a corrected moving amount calculating means for calculating a corrected moving amount from the relationship between the moving average value and the ideal straight arrow value, and a site calculated by the on-site moving amount calculating means. A movement amount calculating means for obtaining a movement amount for adjusting the trajectory from a deviation between the movement amount and the corrected movement amount calculated by the correction movement amount calculating means; It is a curve section movement amount detection device.

【0011】請求項6記載の発明は、上記移動量算出手
段が、上記設計正矢値または上記理想正矢値から求めら
れた上記移動平均値のパターンと、上記現場正矢値から
求められた上記移動平均値のパターンとの一致度が最も
高い位置にて、上記移動量を求める請求項4または5記
載の軌道の曲線区間移動量検出装置である。
According to a sixth aspect of the present invention, the movement amount calculating means obtains the moving average value pattern obtained from the design positive arrow value or the ideal positive arrow value and the on-site positive arrow value. The track segment movement amount detection device according to claim 4 or 5, wherein the movement amount is obtained at a position where the degree of coincidence with the pattern of the moving average value is highest.

【0012】[0012]

【作用及び発明の効果】請求項1の軌道の曲線区間移動
量検出方法は、実測された現場正矢値をフィルタリング
して移動平均値(復元波)を求め、該移動平均値と前記
現場正矢値との関係から現場移動量を求め、前記軌道の
曲線区間における設計上の軌道線形から得られた設計正
矢値をフィルタリングして移動平均値(復元波)を求
め、該移動平均値と前記設計正矢値との関係から補正移
動量を求め、前記現場移動量と前記補正移動量との偏差
から、前記軌道を整正するための移動量を求めている。
According to the method for detecting the amount of movement of the curved section of the track according to the first aspect of the invention, the moving average value (restored wave) is obtained by filtering the actually measured on-site positive arrow value, and the moving average value and the on-site positive The field movement amount is obtained from the relationship with the arrow value, the moving average value (restored wave) is obtained by filtering the design positive arrow value obtained from the designed trajectory linear shape in the curved section of the trajectory, and the moving average value The corrected movement amount is obtained from the relationship with the design positive value, and the movement amount for adjusting the trajectory is obtained from the deviation between the on-site movement amount and the corrected movement amount.

【0013】この補正移動量は、従来の復元波による方
法では考慮されていなかった値である。すなわち、設計
上の曲線区間には当然ながら軌道狂いは含まれているこ
とはなく、この設計上の軌道線形に基づき演算等により
得られる正矢値(設計正矢値)からは、軌道狂いを整正
するための移動量は出て来るはずが無いと考えられてい
たからであった。
This corrected movement amount is a value that has not been taken into consideration in the conventional restoration wave method. In other words, the design curve section naturally does not include the deviation of the trajectory, and the deviation of the trajectory is calculated from the normal arrow value (design normal arrow value) obtained by calculation based on the linear trajectory of the design. This was because it was thought that the amount of movement needed to make a correction would not come out.

【0014】しかし、復元波による方法では、設計上の
軌道線形からも、特に曲線区間においては、移動量が無
視できない形で得られることが発明者により確認され
た。曲線区間では、前述のごとく、直線区間と円曲線区
間とを接続するために、緩和曲線区間が設けられてい
る。この緩和曲線区間と、直線区間あるいは円曲線区間
との接続部において、設計正矢値にもかかわらず移動量
が現れることが判った。すなわち、設計上の軌道線形で
あるにもかかわらず、軌道を整正するための移動量が生
じることが判明したのである。
However, it has been confirmed by the inventor that, in the method using the restored wave, the movement amount can be obtained in a non-negligible form even from the designed orbital line shape, particularly in the curved section. In the curved section, as described above, the relaxation curve section is provided to connect the straight section and the circular curve section. It has been found that the movement amount appears at the connection between the relaxation curve section and the straight line section or the circular curve section, regardless of the design normal value. That is, it was found that the amount of movement for adjusting the trajectory is generated even though the trajectory is designed linearly.

【0015】このことは、実測による現場正矢値をフィ
ルタリングして移動平均値を求め、該移動平均値と前記
現場正矢値との関係から求めた現場移動量には、設計上
の軌道線形に現れる移動量が誤差となって含まれている
ことを示している。この誤差が認識されていなかったた
め、従来の復元波による方法では、曲線区間において完
全な整正が困難であったのである。
This is because the moving average value is obtained by filtering the actually measured on-site Masaya value, and the on-site movement amount obtained from the relationship between the moving average value and the on-site Masaya value is used to design the trajectory linearity. It indicates that the movement amount appearing in is included as an error. Since this error was not recognized, it was difficult to completely adjust the curve section by the conventional restoration wave method.

【0016】このため、本発明では、単に、現場移動量
にて軌道を整正するのではなく、現場移動量と、設計正
矢値から得られた補正移動量との偏差から、軌道を整正
するための移動量を求めている。このようにすることに
より、復元波による軌道の曲線区間移動量検出方法にお
いても、曲線区間における適切な移動量を求められ、軌
道狂いの整正をより完全なものとすることが可能とな
る。
Therefore, in the present invention, the trajectory is not simply adjusted by the on-site movement amount, but the trajectory is adjusted by the deviation between the on-site movement amount and the corrected movement amount obtained from the design positive arrow value. Seeking the amount of movement to correct. By doing so, even in the method of detecting the amount of movement of the curved section of the trajectory by the restored wave, it is possible to obtain an appropriate amount of movement in the curved section, and to complete the correction of the trajectory deviation.

【0017】また、前記軌道の曲線区間における設計上
の軌道線形から得られた設計正矢値をフィルタリングし
て移動平均値を求める代りに、前記現場正矢値に基づい
て理想的な正矢値として求められた理想正矢値をフィル
タリングして移動平均値を求めても良い。設計上の軌道
線形を用いなくとも、現場正矢値を基にして、理想正矢
値を求めて、それをフィルタリングして移動平均値を求
めれば、現状の軌道線形からの移動量が少なくて、適切
な軌道線形に整正できる点から好ましい。
Further, instead of filtering the design straight line value obtained from the designed trajectory line shape in the curved section of the track to obtain the moving average value, an ideal straight line value based on the site straight line value is obtained. The moving average value may be obtained by filtering the ideal positive arrow value obtained as Even if you do not use the orbital alignment in the design, if you calculate the ideal straightline value based on the on-site straightline value and filter it to obtain the moving average value, the amount of movement from the current orbital lineshape will be small. It is preferable from the point that the trajectory can be adjusted to an appropriate orbital shape.

【0018】ここで、現場正矢値に基づくとは、例え
ば、通常、曲線区間の正矢値は、台形となることから、
現場正矢値のパターンから求められた形状の内、台形の
高さ(円曲線区間の正矢値または曲率に該当する)や、
頂辺の長さ、あるいは台形の左右両辺の勾配等の台形の
要素を用いて、理想正矢値としての台形の形状を決定す
ることである。また、単に現場正矢値のみに基づくので
はなく、設計上の軌道線形や設計正矢値のパターンを基
準として、これに現場正矢値の要素を加味して、理想正
矢値を求めても良く、この場合は、更に設計とのずれが
修正されるので好ましい。
Here, the expression "based on the on-site normal arrow value" means that, for example, the normal arrow value in the curved section is usually a trapezoid,
The height of the trapezoid (corresponding to the positive arrow value or curvature of the circular curve section) among the shapes obtained from the on-site positive arrow value pattern,
The trapezoidal shape as the ideal positive arrow value is determined by using the trapezoidal elements such as the length of the apex side or the gradients of both sides of the trapezoid. In addition, it is not based solely on the on-site Masaya value, but on the basis of the design orbital alignment and the design Masaya value pattern, the on-site Masaya value is added to this to obtain the ideal Masaya value. In this case, the deviation from the design is further corrected, which is preferable.

【0019】また、現場移動量と補正移動量との偏差を
算出する場合、曲線区間の全体の位置ずれまで移動量に
入ってしまう恐れが有り、その様な場合には、曲線区間
全体を整正しなくてはならなくなる。これを防止するた
めに、設計正矢値または理想正矢値から求められた移動
平均値が、現場正矢値から求められた移動平均値に対す
る一致度が最も高い位置にて、すなわち、計算上、設計
正矢値また理想正矢値から求められた移動平均値と、現
場正矢値から求められた移動平均値との一致度が最も高
い位置に、現場移動量のパターンと補正移動量のパター
ンとを相対的に移動させてから、現場移動量と補正移動
量との偏差を算出して移動量を求めても良い。
Further, when calculating the deviation between the on-site movement amount and the corrected movement amount, there is a risk that the positional deviation of the entire curved section may be included in the movement amount. In such a case, the entire curved section is adjusted. You have to be right. To prevent this, at the position where the moving average value calculated from the design positive or ideal positive arrow value has the highest degree of agreement with the moving average value calculated from the on-site positive arrow value, that is, in the calculation. , The moving average value obtained from the design positive value or the ideal positive arrow value and the moving average value obtained from the actual positive arrow value at the position where the degree of coincidence is highest, the on-site moving amount pattern and the corrected moving amount The movement amount may be obtained by moving the pattern relatively and then calculating the deviation between the on-site movement amount and the corrected movement amount.

【0020】また、上記軌道の曲線区間移動量検出方法
を、装置として実現すると、次のような構成となる。す
なわち、軌道の曲線区間移動量検出装置は、現場移動量
算出手段、補正移動量算出手段、および移動量算出手段
を備え、現場移動量算出手段は、実測された現場正矢値
をフィルタリングして移動平均値を求め、該移動平均値
と前記現場正矢値との関係から現場移動量を求め、補正
移動量算出手段は、前記軌道の曲線区間における設計上
の軌道線形から得られた設計正矢値をフィルタリングし
て移動平均値を求め、該移動平均値と前記設計正矢値と
の関係から補正移動量を求め、そして、移動量算出手段
は、前記現場移動量算出手段にて算出された現場移動量
と、前記補正移動量算出手段にて算出された補正移動量
との偏差から前記移動量を求める。
Further, when the method for detecting the movement amount of the curved section of the trajectory is realized as an apparatus, the following configuration is obtained. That is, the curve section movement amount detection device of the track includes a site movement amount calculation means, a correction movement amount calculation means, and a movement amount calculation means, and the site movement amount calculation means filters the measured site positive arrow value. The moving average value is obtained, the on-site movement amount is obtained from the relationship between the moving average value and the on-site Masaya value, and the corrected moving amount calculation means is a design positive obtained from the designed trajectory linear shape in the curved section of the trajectory. The moving average value is obtained by filtering the arrow values, the corrected moving amount is obtained from the relationship between the moving average value and the design straight arrow value, and the moving amount calculation means is calculated by the on-site moving amount calculation means. The movement amount is obtained from the deviation between the on-site movement amount and the correction movement amount calculated by the correction movement amount calculation means.

【0021】このことにより、上記軌道の曲線区間移動
量検出方法と同様のメカニズムにより、復元波による軌
道の曲線区間移動量検出装置においても、曲線区間にお
ける適切な移動量を求めることができ、軌道狂いの整正
をより完全なものとすることが可能となる。
Thus, by the same mechanism as the above-mentioned method for detecting the movement amount of the curved section of the trajectory, the apparatus for detecting the movement amount of the curved section of the trajectory by the restored wave can also obtain an appropriate movement amount in the curved section. It is possible to make the correction of madness more complete.

【0022】また、同様に、上記補正移動量算出手段
が、前記現場正矢値に基づいて理想的な正矢値として求
められた理想正矢値をフィルタリングして移動平均値を
求め、該移動平均値と前記理想正矢値との関係から補正
移動量を求める構成としても良く、前述した作用効果を
生ずる。
Similarly, the corrected movement amount calculating means filters the ideal straight arrow value obtained as the ideal straight arrow value based on the on-site straight arrow value to obtain a moving average value, and the moving average value is calculated. The correction movement amount may be obtained from the relationship between the average value and the ideal straight line value, and the above-described operational effects are produced.

【0023】また、上記移動量算出手段は、上記設計正
矢値または理想正矢値から求められた移動平均値のパタ
ーンと、上記現場正矢値から求められた上記移動平均値
のパターンとの一致度が最も高い位置にて上記移動量を
求めるようにすれば、曲線区間の全体の位置ずれが排除
でき、曲線区間全体を整正せずに済む。
Further, the movement amount calculating means is configured to calculate the moving average value pattern obtained from the design positive arrow value or the ideal positive arrow value and the moving average value pattern obtained from the on-site positive arrow value. If the movement amount is obtained at the position where the degree of coincidence is highest, the positional deviation of the entire curved section can be eliminated, and the entire curved section need not be adjusted.

【0024】[0024]

【実施例】図1は、本発明一実施例の曲線区間移動量検
出装置2のブロック図、図2は曲線区間移動量検出装置
2の平面図を示す。曲線区間移動量検出装置2は、測定
部4と演算部6とを備え、全体は略三角形の本体8上に
固定されている。本体8は、被測定レールK1の上を走
行するフレーム10と、このフレーム10から対側レー
ルK2に差し渡されたステー12とを備え、フレーム1
0の前端と後端とにそれぞれ車輪14,16が設けら
れ、またステー12の先端にも車輪18が設けられてい
る。フレーム10は被測定レールK1上に両端の車輪1
4,16により移動可能に載置され、ステー12はその
先端の車輪18にて対側レールK2上に載置される。こ
のことにより、曲線区間移動量検出装置2全体は、軌道
上を自由に移動可能にされている。
1 is a block diagram of a curved section movement amount detecting device 2 according to an embodiment of the present invention, and FIG. 2 is a plan view of the curved section movement amount detecting device 2. The curved section movement amount detection device 2 includes a measurement unit 4 and a calculation unit 6, and is wholly fixed on a main body 8 having a substantially triangular shape. The main body 8 includes a frame 10 running on the rail K1 to be measured and a stay 12 extending from the frame 10 to the opposite rail K2.
Wheels 14 and 16 are provided at the front and rear ends of 0, respectively, and a wheel 18 is also provided at the tip of the stay 12. The frame 10 has wheels 1 at both ends on the rail K1 to be measured.
The stay 12 is movably mounted on the opposite rail K2 by means of wheels 18 at its tips. As a result, the entire curve section movement amount detection device 2 can freely move on the track.

【0025】測定部4は、糸張り式交差法によって検測
した正矢値および距離信号を順次、演算部6に入力する
動作を行うものであり、偏位検知器20,22,24、
測距信号発信器26、正矢値演算回路28およびフィル
タ回路30を備えている。偏位検知器20,22,24
は、例えば差動トランス式の直線変位検出器と、この直
線変位検出器の可動ロッドの端部を被測定レールK1の
軌間面に圧接させて移動させるガイドローラと、このガ
イドローラを被測定レールの軌間面に弾性的に圧接させ
るためのスプリングとによって構成されている。
The measuring section 4 performs the operation of sequentially inputting the positive value and the distance signal measured by the thread tension crossing method to the calculating section 6, and the deviation detectors 20, 22, 24,
A distance measuring signal transmitter 26, a positive value calculating circuit 28, and a filter circuit 30 are provided. Deviation detectors 20, 22, 24
Is, for example, a differential transformer type linear displacement detector, a guide roller for moving the end of the movable rod of the linear displacement detector by pressing against the gauge surface of the rail K1 to be measured, and a guide roller for this guide roller. And a spring for elastically contacting the track surface.

【0026】偏位検知器20,22,24の出力は、正
矢値演算回路28にて次式1のごとく現場正矢値Vb の
演算処理がなされる。
The outputs of the deviation detectors 20, 22, and 24 are subjected to the calculation processing of the on-site positive arrow value Vb by the positive arrow value calculation circuit 28 as shown in the following equation (1).

【0027】[0027]

【数1】 [Equation 1]

【0028】ここで、a,b,cはそれぞれ、図3に示
すごとく、偏位検知器20,22,24の偏位計測値で
ある。偏位検知器20,22,24は、A′,B′,
C′に存在し、その直線変位検出器の可動ロッドの端部
を被測定レールK1に対してA,B,C点にて接触さ
せ、糸張り式交差法によってB点の正矢を現場正矢値V
bとして求めている。この現場正矢値Vb の出力の具体
例は図6(a)に示すごとくである。
Here, a, b, and c are displacement measurement values of the displacement detectors 20, 22, and 24, respectively, as shown in FIG. The deviation detectors 20, 22, 24 are A ', B',
The end of the movable rod of the linear displacement detector, which is located at C ', is brought into contact with the rail K1 to be measured at points A, B, and C, and the straight arrow at point B is corrected by the thread tension crossing method. Arrow value V
Seeking as b. A concrete example of the output of the on-site Masaya value Vb is as shown in FIG.

【0029】この現場正矢値Vb は、そのまま演算部6
側へ出力されると共に、更にフィルタ回路30にも出力
される。フィルタ回路30はローパスフィルタであり、
軌道狂いとして正矢値に現れる周波数以上の周波数を減
衰させ、その平均値Vba を出力する。この平均値Vba
の出力の具体例は、図6(b)の実線に示すごとくであ
る。そしてこの平均値Vba も演算部6側へ出力され
る。
This on-site Masaya value Vb is used as it is for the calculation unit 6
It is output to the side and also to the filter circuit 30. The filter circuit 30 is a low-pass filter,
A frequency higher than the frequency appearing in the positive value as a trajectory deviation is attenuated, and the average value Vba is output. This average value Vba
A specific example of the output of is as shown by the solid line in FIG. Then, this average value Vba is also output to the arithmetic unit 6 side.

【0030】測距信号発信器26は、フレーム10の中
央に設けたローラが被測定レールK1の頭面に転接し、
曲線区間移動量検出装置2の進行と共に回転盤が回転さ
れ、その回転盤の周縁に形成された透孔を通じて光学ス
イッチに光を断続して与えることによりパルス信号を発
信させる構造によって構成することができる。この構造
によって曲線区間移動量検出装置2が一定距離、例えば
1mm移動する毎に測距信号発信器26から1個ずつパ
ルスを出力させることができる。この測距信号発信器2
6から出力されるパルスは演算部6側へ入力し、演算部
6では曲線区間移動量検出装置2の走行距離を積算する
と共に、各検測点を特定する処理が行われる。
In the distance measuring signal transmitter 26, the roller provided in the center of the frame 10 is brought into contact with the head surface of the rail K1 to be measured,
The rotary disc is rotated as the curved section movement amount detecting device 2 advances, and a pulse signal is transmitted by intermittently supplying light to the optical switch through a through hole formed in the periphery of the rotary disc. it can. With this structure, one pulse can be output from the distance measurement signal transmitter 26 every time the curved section movement amount detection device 2 moves a fixed distance, for example, 1 mm. This distance measurement signal transmitter 2
The pulse output from 6 is input to the arithmetic unit 6 side, and the arithmetic unit 6 integrates the traveling distance of the curve section movement amount detection device 2 and performs a process of specifying each inspection point.

【0031】演算部6は、マイクロコンピュータとして
構成され、CPU32、ROM34、RAM36、入力
ポート38、A/Dコンバータ40および入出力ポート
42を備え、これらはバス44にて接続されている。前
述した測定部4からの現場正矢値Vb 、その平均値Vba
および距離信号は、A/Dコンバータ40にてデジタ
ル値に変換されて、入力ポート38に入力される。
The arithmetic unit 6 is constructed as a microcomputer and comprises a CPU 32, a ROM 34, a RAM 36, an input port 38, an A / D converter 40 and an input / output port 42, which are connected by a bus 44. On-site positive value Vb from the measuring unit 4 and its average value Vba
The distance signal and the distance signal are converted into digital values by the A / D converter 40 and input to the input port 38.

【0032】また、入出力ポート42には、プリンタ4
6、CRT48およびハードディスクやフロッピーディ
スク等の外部記憶装置50が接続されている。演算部6
にて実行される曲線区間移動量検出処理を図4のフロー
チャートに示す。
The printer 4 is connected to the input / output port 42.
6, a CRT 48 and an external storage device 50 such as a hard disk or a floppy disk are connected. Arithmetic unit 6
The curve section movement amount detection processing executed in step S4 is shown in the flowchart of FIG.

【0033】まず図6(a)のごとく得られた現場正矢
値Vb に基づいて理想正矢値Vs が設定される(S10
00)。これは図5のフローチャートのごとく設定され
る。まず、図8(a)に示すごとく、現場正矢値Vb が
プラスまたはマイナス方向に偏り始めている地点から5
0m前後の地点を始点Ps および終点Pe とする(S1
010)。この現場正矢値Vb がプラスまたはマイナス
方向に偏り始めている地点Ps ,Pe は、人間の目で決
定しても良いし、演算部6による処理ならば、フィルタ
回路30から出力される平均値Vba が、所定以上の勾
配で傾き始めた地点等を計算で求めて、決定しても良
い。
First, the ideal straight line value Vs is set on the basis of the field straight line value Vb obtained as shown in FIG. 6A (S10).
00). This is set as in the flowchart of FIG. First, as shown in FIG. 8A, it is 5 from the point where the site positive arrow value Vb begins to be biased in the positive or negative direction.
A point around 0 m is set as a start point Ps and an end point Pe (S1
010). The points Ps and Pe at which the on-site positive value Vb starts to deviate in the positive or negative direction may be determined by human eyes, or if the processing by the calculation unit 6 is performed, the average value Vba output from the filter circuit 30. However, it is also possible to calculate and determine a point or the like that starts to incline with a gradient of a predetermined value or more.

【0034】次に、この始点Ps と終点Pe との間の距
離軸上の面積Sを、現場正矢値Vbを1mピッチで累積
することにより求める(S1020)。尚、50mの予
備的な距離まで、面積計算に含ませるのは、曲線区間の
曲率の成分がわずかに図8(a)に示す台形の外側に移
動している場合が有り、その分も面積Sの計算に入れる
ためである。
Next, the area S on the distance axis between the start point Ps and the end point Pe is obtained by accumulating the site positive arrow values Vb at a pitch of 1 m (S1020). It should be noted that up to a preliminary distance of 50 m, it is possible that the curvature component of the curved section may be slightly moved to the outside of the trapezoid shown in FIG. This is because it is included in the calculation of S.

【0035】次に、設計時の曲線台帳に記録してある設
計上の緩和曲線区間の長さA、および円曲線区間の長さ
Bに基づいて得られる図8(b)に示した理想正矢値V
s を想定し、その台形の面積をステップS1020にて
求めた面積Sとして、次式2,3により台形の高さ、す
なわち円曲線区間の理想正矢値Vs を求める(S103
0)。
Next, the ideal positive curve shown in FIG. 8B obtained based on the designed length A of the relaxation curve section and the length B of the circular curve section recorded in the curve ledger at the time of design. Arrow value V
Assuming s, the area of the trapezoid is set as the area S obtained in step S1020, and the height of the trapezoid, that is, the ideal straight line value Vs of the circular curve section is obtained by the following equations 2 and 3 (S103).
0).

【0036】[0036]

【数2】 [Equation 2]

【0037】この式2から次式3が導かれる。From this equation 2, the following equation 3 is derived.

【0038】[0038]

【数3】 (Equation 3)

【0039】このようにして、円曲線区間の理想正矢値
Vs が求められる。次に、緩和曲線区間については、図
8(b)のごとく円曲線区間の理想正矢値Vs の高さか
ら0まで直線で結び、これを緩和曲線区間の理想正矢値
Vs とする(S1040)。
In this way, the ideal straight line value Vs of the circular curve section is obtained. Next, regarding the relaxation curve section, as shown in FIG. 8B, a straight line is connected from the height of the ideal straight line value Vs of the circular curve section to 0, and this is set as the ideal straight line value Vs of the relaxation curve section (S1040). ).

【0040】こうして、図7(a)に示したごとくの理
想正矢値Vs のパターンが設定される。次にこの理想正
矢値Vs にフィルタリング処理して平均理想正矢値Vsa
(復元波に相当する)を求める(S2000)。このフ
ィルタリング処理は測定部4のフィルタ回路30と同等
のフィルタリング処理である。その結果を図7(b)に
示す。図7(b)に破線で示されているのがフィルタリ
ング前の理想正矢値Vsのパターンであり、実線で示さ
れているのがフィルタリング後の平均理想正矢値Vsaの
パターンである。フィルタリング後は緩和曲線区間と直
線区間との接続部近傍、および緩和曲線区間と円曲線区
間との接続部近傍が、少し角が取れたように滑らかにな
っているのが判る。
Thus, the pattern of the ideal positive arrow value Vs as shown in FIG. 7A is set. Next, the average ideal positive arrow value Vsa is obtained by filtering the ideal positive arrow value Vs.
(Corresponding to the restored wave) is calculated (S2000). This filtering process is the same as the filtering process of the filter circuit 30 of the measuring unit 4. The result is shown in FIG. 7B shows a pattern of the ideal straight arrow value Vs before filtering, and a solid line shows a pattern of the average ideal straight arrow value Vsa after filtering. After filtering, it can be seen that the vicinity of the connection between the relaxation curve section and the straight line section and the vicinity of the connection between the relaxation curve section and the circular curve section are smooth with some angles.

【0041】次に、この平均理想正矢値Vsaとフィルタ
リング前の理想正矢値Vs との関係から補正移動量Ms
を求める(S3000)。このフィルタリング前後の正
矢値の関係から補正移動量を求める手法は、上述した従
来例(特開昭63−272802号、特開昭63−10
1701号、特開平2−96002号、および特開平6
−34357号)の手法において、フィルタリング後の
平均理想正矢値Vsaを基準線として計算することにより
行っても良い。
Next, from the relationship between the average ideal straight line value Vsa and the ideal straight line value Vs before filtering, the corrected moving amount Ms is obtained.
Is calculated (S3000). The method of obtaining the correction movement amount from the relationship between the positive and negative values before and after the filtering is the conventional example described above (Japanese Patent Laid-Open Nos. 63-272802 and 63-10).
1701, JP-A-2-96002, and JP-A-6-
No. 34357), the average ideal straight line value Vsa after filtering may be calculated as a reference line.

【0042】この他、次の手法により補正移動量Ms を
求めても良い。例えば、図9(a)に示すごとく、−7
mmの軌道狂いが存在する場合、つまり移動量として−
7mmが必要な場合には、その正矢値には図9(b)の
ごとく、−7mmの偏位の前後に逆方向の+3.5mm
の偏位が見られる。図9は直線区間を例にしているが、
このことは曲線区間でも同じである。
Alternatively, the corrected movement amount Ms may be obtained by the following method. For example, as shown in FIG.
If there is a mm orbit deviation, that is, as a movement amount −
When 7 mm is required, the positive arrow value is +3.5 mm in the reverse direction before and after the displacement of -7 mm as shown in FIG. 9B.
Deviation is seen. Although FIG. 9 shows a straight section as an example,
This also applies to curved sections.

【0043】したがって、平均理想正矢値Vsaからの理
想正矢値Vs の偏位部分を図9(a),(b)の関係、
すなわち、軌道上の一つの偏位が、正矢値では一つの偏
位とその両側の1/2の偏位となって現れるとの関係に
従って、平均理想正矢値Vsaから理想正矢値Vs が偏位
しているパターンをチェックすることにより、軌道(こ
こでは理想の軌道上)上のどの位置にどのような移動量
(ここでは補正移動量Ms )が存在するかを求めること
ができる。
Therefore, the deviation part of the ideal positive arrow value Vs from the average ideal positive arrow value Vsa is represented by the relationship of FIGS. 9 (a) and 9 (b).
That is, according to the relationship that one deviation on the orbit appears as one deviation and a half deviation on both sides of the deviation value, the average ideal deviation value Vsa to the ideal deviation value Vs. It is possible to find what kind of movement amount (here, the corrected movement amount Ms) exists at which position on the trajectory (here, on the ideal trajectory) by checking the pattern in which is deviated.

【0044】その結果得られた補正移動量Ms を図7
(c)に示す。次に、現場正矢値Vb とフィルタ回路3
0から出力される平均値Vbaとの関係から現場移動量M
b を求める(S4000)。この算出方法は、ステップ
S3000の場合と同様にしてなされる。現場移動量M
b を図6(c)に示す。
The corrected movement amount Ms obtained as a result is shown in FIG.
It is shown in (c). Next, the on-site Masaya value Vb and the filter circuit 3
From the relationship with the average value Vba output from 0, the site movement amount M
Find b (S4000). This calculation method is performed in the same manner as in step S3000. On-site movement amount M
b is shown in FIG.

【0045】前述したごとく、平均理想正矢値Vsaは、
フィルタリングにより図7(b)に示したごとく、角が
滑らかになったために、図7(c)に示したごとく誤差
としての補正移動量Ms が生じている。このことは、現
場正矢値Vb の基準となっている平均値Vbaにも言える
ことである。したがって、その平均値Vbaを基準として
求められた図6(c)の現場移動量Mb には、図7
(c)に示した補正移動量Ms 分の誤差を含んでいるこ
とになる。
As described above, the average ideal positive value Vsa is
As shown in FIG. 7B, the corners are smoothed by the filtering, so that the correction movement amount Ms as an error occurs as shown in FIG. 7C. This is also true for the average value Vba, which is the reference for the on-site Masaya value Vb. Therefore, the on-site movement amount Mb in FIG. 6C obtained based on the average value Vba is shown in FIG.
This includes an error corresponding to the corrected movement amount Ms shown in (c).

【0046】したがって、次式4のごとく現場移動量M
b から補正移動量Ms を減算することにより、正確な移
動量Mを求める(S5000)。
Therefore, the on-site movement amount M is expressed by the following equation 4.
An accurate movement amount M is obtained by subtracting the corrected movement amount Ms from b (S5000).

【0047】[0047]

【数4】 [Equation 4]

【0048】すなわち、図6(d)のハッチング部分
(補正移動量Ms 分)を差し引くことにより、図6
(e)のごとくに移動量Mが求められる。本実施例は上
述のごとく構成されているので、単に、現場移動量Mb
にて軌道を整正するのではなく、現場移動量Mb から、
理想正矢値Vs をその平均理想正矢値Vsa、すなわち復
元波に基づいて処理して最終的に得られた補正移動量M
sを減算して、実際に軌道を整正するための移動量Mを
求めている。このようにすることにより、復元波による
軌道の曲線区間移動量検出においても、曲線区間におけ
る適切な移動量Mを求めることができ、軌道狂いの整正
をより完全なものとすることが可能となる。
That is, by subtracting the hatched portion (correction movement amount Ms) of FIG.
The movement amount M as in (e) is obtained. Since the present embodiment is configured as described above, simply the amount of movement Mb on site
Instead of adjusting the trajectory at
The corrected moving amount M finally obtained by processing the ideal positive arrow value Vs based on the average ideal positive arrow value Vsa, that is, the restored wave.
By subtracting s, the movement amount M for actually adjusting the trajectory is obtained. By doing so, an appropriate amount of movement M in the curved section can be obtained even in detecting the amount of movement of the curved section of the trajectory by the restored wave, and the orbital deviation can be adjusted more completely. Become.

【0049】尚、本曲線区間移動量検出装置2は、曲線
区間のみでなく直線区間においてもそのまま適用可能で
ある。本実施例において、フィルタ回路30の処理およ
びステップS4000が現場移動量算出手段としての処
理に該当し、ステップS1000,S2000,S30
00が補正移動量算出手段としての処理に該当し、ステ
ップS5000が移動量算出手段としての処理に該当す
る。
The curve section movement amount detecting device 2 can be applied not only to the curve section but also to the straight section. In the present embodiment, the processing of the filter circuit 30 and step S4000 correspond to the processing as the on-site movement amount calculation means, and steps S1000, S2000, S30.
00 corresponds to the processing as the correction movement amount calculating means, and step S5000 corresponds to the processing as the movement amount calculating means.

【0050】[その他]上記実施例では、ステップS1
010〜S1030にて、現場正矢値Vb の面積Sを計
算して、円曲線区間の理想正矢値Vs を求めていたが、
これ以外に、図6(a)に示すごとく、円曲線区間の始
点BCCと円曲線区間の終点ECCとを、現場正矢値V
b のパターンから求め、その間の現場正矢値Vb の平均
を求めて、円曲線区間の理想正矢値Vs とし、次にステ
ップS1040と同じ処理を行っても良い。
[Others] In the above embodiment, step S1
In 010 to S1030, the area S of the site positive arrow value Vb was calculated to find the ideal straight arrow value Vs of the circular curve section.
In addition to this, as shown in FIG. 6A, the starting point BCC of the circular curve section and the ending point ECC of the circular curve section are set to the on-site positive value V.
It may be obtained from the pattern of b, and the average of the on-site straight line values Vb during that period may be obtained as the ideal straight line value Vs of the circular curve section, and then the same processing as step S1040 may be performed.

【0051】ステップS5000の処理では、ステップ
S4000,S3000にて算出されたままの現場移動
量Mb と補正移動量Ms とから移動量Mを求めたが、実
際には、各種測定誤差により、理想正矢値Vs と現場正
矢値Vb との間に位置ずれが存在する場合がある。この
位置ずれを放置すると、最終的な移動量Mが全体に大き
くなる可能性があるので、パターン認識処理による一致
度を計算したり、人間の目により判断して、図7(d)
に示すごとく、相対的に平均理想正矢値Vsaと平均値V
baとの位置関係を調整することにより、ずれdを解消し
て、ステップS5000の計算をすることが好ましい。
In the processing of step S5000, the movement amount M is obtained from the on-site movement amount Mb and the correction movement amount Ms which have been calculated in steps S4000 and S3000. There may be a positional deviation between the arrow value Vs and the field positive arrow value Vb. If this positional deviation is left as it is, there is a possibility that the final movement amount M will become large as a whole, so the degree of coincidence in the pattern recognition processing is calculated, or the judgment is made by the human eye, and the result shown in FIG.
As shown in, relative average ideal positive value Vsa and average value V
It is preferable to eliminate the deviation d by adjusting the positional relationship with ba and perform the calculation in step S5000.

【0052】また、上記実施例では、設計上のデータと
現場正矢値Vb とに基づいて理想正矢値Vs を求めてい
たが、理想正矢値Vs を、設計上のデータのみ、すなわ
ち設計値そのものとして作成しても良い。こうすれば、
移動量Mは設計通りの状態に戻す値となる。
In the above embodiment, the ideal positive arrow value Vs is obtained based on the design data and the on-site positive arrow value Vb. However, the ideal positive arrow value Vs is only the design data, that is, the design value. It may be created as the value itself. This way
The movement amount M is a value that returns the state as designed.

【0053】これ以外に、現場正矢値Vb のみに基づい
て理想正矢値Vs を求めても良い。すなわち、図8
(b)における緩和曲線区間の長さAおよび円曲線区間
の長さBをも現場正矢値Vb のパターンに応じて好まし
い形として設定しても良い。図4,図5に示した処理
は、演算部6にて現場で行うことができるが、現場で測
定した現場正矢値Vb 等のデータを持ち返り、他のコン
ピュータシステムにて処理しても良い。
In addition to this, the ideal straight line value Vs may be obtained based only on the field straight line value Vb. That is, FIG.
The length A of the relaxation curve section and the length B of the circular curve section in (b) may also be set as preferable shapes according to the pattern of the site positive value Vb. Although the processing shown in FIG. 4 and FIG. 5 can be performed on-site by the calculation unit 6, even if data such as the on-site measurement value Vb measured on-site is brought back and processed by another computer system. good.

【0054】また上述した処理は、すべて人間により作
業しても良い。特に図8(a)に示したような、現場正
矢値Vb から、図8(b)に示した理想正矢値Vs を求
める場合には、人間のパターン認識に頼っても良い。
Further, all the above-mentioned processing may be performed by a human. In particular, when obtaining the ideal straight line value Vs shown in FIG. 8B from the field straight line value Vb as shown in FIG. 8A, human pattern recognition may be used.

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

【図1】 本発明一実施例の曲線区間移動量検出装置の
ブロック図である。
FIG. 1 is a block diagram of a curve section movement amount detection apparatus according to an embodiment of the present invention.

【図2】 曲線区間移動量検出装置の平面図である。FIG. 2 is a plan view of a curve section movement amount detection device.

【図3】 正矢値演算の説明図である。FIG. 3 is an explanatory diagram of a positive value calculation.

【図4】 曲線区間移動量検出処理をのフローチャート
である。
FIG. 4 is a flowchart of a curve segment movement amount detection process.

【図5】 理想正矢値設定処理のフローチャートであ
る。
FIG. 5 is a flowchart of an ideal positive arrow value setting process.

【図6】 移動量算出の説明図である。FIG. 6 is an explanatory diagram of movement amount calculation.

【図7】 移動量算出の説明図である。FIG. 7 is an explanatory diagram of movement amount calculation.

【図8】 理想正矢値算出の説明図である。FIG. 8 is an explanatory diagram of calculating an ideal positive arrow value.

【図9】 軌道上の偏位(移動量)と正矢値との関係説
明図である。
FIG. 9 is an explanatory diagram of a relationship between a deviation (movement amount) on a trajectory and a positive arrow value.

【図10】 曲線区間の構成説明図である。FIG. 10 is an explanatory diagram of a configuration of a curved section.

【符号の説明】[Explanation of symbols]

K1…被測定レール K2…対側レール 2…曲線区間移動量検出装置 4…測定部 6
…演算部 8…本体 10…フレーム 12…ステー 20,22,24…偏位検知器 26…測距信号発信
器 28…正矢値演算回路 30…フィルタ回路
K1 ... Measured rail K2 ... Opposite side rail 2 ... Curve section movement amount detection device 4 ... Measuring unit 6
Calculation unit 8 Main unit 10 Frame 12 Stay 20, 22, 24 Deviation detector 26 Distance measurement signal transmitter 28 Positive arrow value calculation circuit 30 Filter circuit

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】曲線区間における軌道を整正するための移
動量を求める軌道の曲線区間移動量検出方法であって、 実測された現場正矢値をフィルタリングして移動平均値
を求め、該移動平均値と前記現場正矢値との関係から現
場移動量を求め、 前記軌道の曲線区間における設計上の軌道線形から得ら
れた設計正矢値をフィルタリングして移動平均値を求
め、該移動平均値と前記設計正矢値との関係から補正移
動量を求め、 前記現場移動量と前記補正移動量との偏差から、前記軌
道を整正するための移動量を求めることを特徴とする軌
道の曲線区間移動量検出方法。
1. A method for detecting a movement amount of a curved section of a track for obtaining a movement amount for adjusting a trajectory in a curved section, wherein a moving average value is obtained by filtering an actually measured on-site straight line value, and the movement is performed. The on-site movement amount is obtained from the relationship between the average value and the on-site Masaya value, the moving average value is obtained by filtering the design orbit value obtained from the designed trajectory linear shape in the curved section of the orbit, and the moving average is calculated. A corrected movement amount is obtained from the relationship between the value and the design positive value, and a deviation between the on-site movement amount and the corrected movement amount is used to obtain a movement amount for adjusting the trajectory. Curve section movement amount detection method.
【請求項2】曲線区間における軌道を整正するための移
動量を求める軌道の曲線区間移動量検出方法であって、 実測された現場正矢値をフィルタリングして移動平均値
を求め、該移動平均値と前記現場正矢値との関係から現
場移動量を求め、 前記現場正矢値に基づいて理想的な正矢値として求めら
れた理想正矢値をフィルタリングして移動平均値を求
め、該移動平均値と前記理想正矢値との関係から補正移
動量を求め、 前記現場移動量と前記補正移動量との偏差から、前記軌
道を整正するための移動量を求めることを特徴とする軌
道の曲線区間移動量検出方法。
2. A method for detecting a movement amount of a curved section of a track for obtaining a movement amount for adjusting a trajectory in a curved section, wherein a moving average value is obtained by filtering an actually measured on-site value. Obtain the moving amount of the site from the relationship between the average value and the site Masaya value, obtain the moving average value by filtering the ideal Masaya value obtained as the ideal Masaya value based on the site Masaya value, A correction movement amount is obtained from the relationship between the moving average value and the ideal positive arrow value, and a movement amount for adjusting the trajectory is obtained from a deviation between the site movement amount and the correction movement amount. A method for detecting the amount of movement of a curved section of a trajectory.
【請求項3】上記設計正矢値または上記理想正矢値から
求められた上記移動平均値のパターンと、上記現場正矢
値から求められた上記移動平均値のパターンとの一致度
が最も高い位置にて、上記移動量を求める請求項1また
は2記載の軌道の曲線区間移動量検出方法。
3. The degree of matching between the pattern of the moving average value obtained from the design positive value or the ideal positive arrow value and the pattern of the moving average value obtained from the on-site positive arrow value is the highest. The method for detecting the amount of movement of a curved section of a track according to claim 1 or 2, wherein the amount of movement is obtained at a position.
【請求項4】曲線区間における軌道を整正するための移
動量を求める軌道の曲線区間移動量検出装置であって、 実測された現場正矢値をフィルタリングして移動平均値
を求め、該移動平均値と前記現場正矢値との関係から現
場移動量を求める現場移動量算出手段と、 前記軌道の曲線区間における設計上の軌道線形から得ら
れた設計正矢値をフィルタリングして移動平均値を求
め、該移動平均値と前記設計正矢値との関係から補正移
動量を求める補正移動量算出手段と、 前記現場移動量算出手段にて算出された現場移動量と、
前記補正移動量算出手段にて算出された補正移動量との
偏差から前記軌道を整正するための移動量を求める移動
量算出手段と、 を備えたことを特徴とする軌道の曲線区間移動量検出装
置。
4. A curve section movement amount detection apparatus for obtaining a movement amount for straightening a trajectory in a curve section, wherein a measured moving site average value is obtained by filtering the actually measured on-site value. On-site movement amount calculating means for obtaining the on-site movement amount from the relationship between the average value and the on-site positive arrow value, and the moving average value by filtering the design positive arrow value obtained from the designed trajectory linear shape in the curved section of the trajectory. And a corrected movement amount calculation means for obtaining a corrected movement amount from the relationship between the moving average value and the design straight line value, and a site movement amount calculated by the site movement amount calculation means,
A movement amount calculation means for obtaining a movement amount for adjusting the trajectory from a deviation from the correction movement amount calculated by the correction movement amount calculation means; Detection device.
【請求項5】曲線区間における軌道を整正するための移
動量を求める軌道の曲線区間移動量検出装置であって、 実測された現場正矢値をフィルタリングして移動平均値
を求め、該移動平均値と前記現場正矢値との関係から現
場移動量を求める現場移動量算出手段と、 前記現場正矢値に基づいて理想的な正矢値として求めら
れた理想正矢値をフィルタリングして移動平均値を求
め、該移動平均値と前記理想正矢値との関係から補正移
動量を求める補正移動量算出手段と、 前記現場移動量算出手段にて算出された現場移動量と、
前記補正移動量算出手段にて算出された補正移動量との
偏差から前記軌道を整正するための移動量を求める移動
量算出手段と、 を備えたことを特徴とする軌道の曲線区間移動量検出装
置。
5. A curve section movement amount detecting device for obtaining a movement amount for straightening a trajectory in a curved section, wherein a measured moving site average value is obtained by filtering a measured site straight line value. On-site movement amount calculating means for obtaining the on-site movement amount from the relationship between the average value and the on-site positive arrow value, and filtering the ideal positive arrow value obtained as an ideal positive arrow value based on the on-site positive arrow value. Obtaining a moving average value, a correction moving amount calculation means for obtaining a correction moving amount from the relationship between the moving average value and the ideal straight line value, and a site moving amount calculated by the site moving amount calculating means,
A movement amount calculation means for obtaining a movement amount for adjusting the trajectory from a deviation from the correction movement amount calculated by the correction movement amount calculation means; Detection device.
【請求項6】上記移動量算出手段が、 上記設計正矢値または上記理想正矢値から求められた上
記移動平均値のパターンと、上記現場正矢値から求めら
れた上記移動平均値のパターンとの一致度が最も高い位
置にて、上記移動量を求める請求項4または5記載の軌
道の曲線区間移動量検出装置。
6. A pattern of the moving average value obtained from the design positive arrow value or the ideal positive arrow value, and a pattern of the moving average value obtained from the on-site positive arrow value, by the movement amount calculating means. 6. The movement amount detecting device for a curved section of a track according to claim 4, wherein the movement amount is obtained at a position having the highest degree of coincidence with.
JP11735195A 1995-05-16 1995-05-16 Trajectory curve section movement detection method and track curve section movement detection apparatus Expired - Fee Related JP2716400B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11735195A JP2716400B2 (en) 1995-05-16 1995-05-16 Trajectory curve section movement detection method and track curve section movement detection apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11735195A JP2716400B2 (en) 1995-05-16 1995-05-16 Trajectory curve section movement detection method and track curve section movement detection apparatus

Publications (2)

Publication Number Publication Date
JPH08313245A true JPH08313245A (en) 1996-11-29
JP2716400B2 JP2716400B2 (en) 1998-02-18

Family

ID=14709548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11735195A Expired - Fee Related JP2716400B2 (en) 1995-05-16 1995-05-16 Trajectory curve section movement detection method and track curve section movement detection apparatus

Country Status (1)

Country Link
JP (1) JP2716400B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0367990A (en) * 1989-08-04 1991-03-22 Shinko Electric Co Ltd Wall cooling mechanism of induction melting furnace
JP2011158372A (en) * 2010-02-02 2011-08-18 Railway Technical Research Institute Method for measurement of curvature and curve radius in railroad track
JP2014109088A (en) * 2012-11-30 2014-06-12 Railway Track & Structures Technology Co Ltd Correction quantity calculation system for curve correction, and computer program for correction quantity calculation
JP2015040417A (en) * 2013-08-22 2015-03-02 東日本旅客鉄道株式会社 Track maintenance planning method and track maintenance scheduling system
JP2018158819A (en) * 2017-03-23 2018-10-11 フジテック株式会社 Guide rail measuring device and measuring method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0367990A (en) * 1989-08-04 1991-03-22 Shinko Electric Co Ltd Wall cooling mechanism of induction melting furnace
JP2011158372A (en) * 2010-02-02 2011-08-18 Railway Technical Research Institute Method for measurement of curvature and curve radius in railroad track
JP2014109088A (en) * 2012-11-30 2014-06-12 Railway Track & Structures Technology Co Ltd Correction quantity calculation system for curve correction, and computer program for correction quantity calculation
JP2015040417A (en) * 2013-08-22 2015-03-02 東日本旅客鉄道株式会社 Track maintenance planning method and track maintenance scheduling system
JP2018158819A (en) * 2017-03-23 2018-10-11 フジテック株式会社 Guide rail measuring device and measuring method

Also Published As

Publication number Publication date
JP2716400B2 (en) 1998-02-18

Similar Documents

Publication Publication Date Title
WO2013099612A1 (en) Displacement detection device for railroad rail
JP3392418B2 (en) Dynamic Odometer Dynamic Calibration Method and Apparatus
US6341013B1 (en) Method and device for regulating the attitude of a motor vehicle
TWI541155B (en) A method of measuring a track state using a business vehicle, and a business vehicle for measuring a track state
US6647636B2 (en) Method for measuring road surface longitudinal profile
US7206716B2 (en) Wheel alignment with surface-oriented runout determination
JPH08313245A (en) Method and apparatus for detection of movement amount in curved section of track
JP2019190858A (en) Laser-type long wavelength track inspection device and laser-type long wavelength track inspection method
CN106017354A (en) Train wheelset tread three-dimensional contour automatic measurement method and system
CN108413918B (en) Method for measuring geometrical parameters of track at low speed and composite measuring method
US4166291A (en) Chord liner using angle measurement
CA1295420C (en) Method and apparatus for measuring deviations from flatness
JP7326338B2 (en) Method and machine for compacting track in the area of turnouts
JP3126288B2 (en) Method of measuring rail rail shape
JP2933832B2 (en) Track position deviation method of track deviation and vehicle up and down measurement data
CN106184284B (en) Railway wheelset diameter automatic measurement method and system based on the scanning of line laser multi-section
US4176456A (en) Automatic integrating liner
JP2966681B2 (en) A method of detecting the position of a plate using a TV camera
JP4304681B2 (en) Method for creating curved linear data of orbit
JPH0611331A (en) Instrument and method for measuring undulating wear of rail
CN115153509B (en) Spine space curve generation method, system and spine measuring instrument
JPH11100809A (en) Road shape measuring method
JP3028686B2 (en) Method and apparatus for measuring bending of top surface of railroad rail
CN207891668U (en) Track geometric parameter measurement device
DE3441092C2 (en) Method and device for the continuous measurement of profile curves and in particular of unevenness curves

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees