JPS6233361B2 - - Google Patents
Info
- Publication number
- JPS6233361B2 JPS6233361B2 JP15885381A JP15885381A JPS6233361B2 JP S6233361 B2 JPS6233361 B2 JP S6233361B2 JP 15885381 A JP15885381 A JP 15885381A JP 15885381 A JP15885381 A JP 15885381A JP S6233361 B2 JPS6233361 B2 JP S6233361B2
- Authority
- JP
- Japan
- Prior art keywords
- straightening
- amount
- track
- straightened
- adjustment
- 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
- 238000000034 method Methods 0.000 claims description 11
- 238000006073 displacement reaction Methods 0.000 claims description 7
- 238000005070 sampling Methods 0.000 description 10
- 241001669679 Eleotris Species 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 238000005259 measurement Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B5/00—Rails; Guard rails; Distance-keeping means for them
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Automatic Control Of Machine Tools (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Description
【発明の詳細な説明】
本発明は、測定部と整正部とを有し、測定部に
より、被整正物の基準線からの変位量を測定しな
がら、整正部により被整正物を整正する整正装置
の制御方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention has a measuring section and a straightening section, and while the measuring section measures the amount of displacement of the object to be straightened from a reference line, the straightening section measures the amount of displacement of the object to be straightened from a reference line. The present invention relates to a method of controlling a straightening device that straightens a straightening device.
従来は、整正装置により被整正物を修正する場
合、被整正物の整正すべき点の基準線からの変位
量を測定部により測定した測定値と、その整正す
べき点の基準線からの設定値との差から目標整正
量を求め、整正すべき点の整正量が、この目標整
正量に等しくなるように整正部により被整正物を
整正する整正装置の制御方法が行なわれていた。
しかし、この方法では、この目標整正量が大きす
ぎると、被整正物に無理が生じ、被整正物を変形
又は破損させたり、また被整正物の既整正部分と
未整正部分とが滑らかに接続されず、従つて整正
を最初から遣り直さなければらない等の欠点があ
つた。 Conventionally, when a straightening device corrects an object to be straightened, a measurement unit measures the amount of displacement of the point to be straightened from the reference line of the object to be straightened, and the reference line of the point to be straightened is used. A straightening device that calculates a target straightening amount from the difference with a set value from and straightens the object to be straightened using a straightening section so that the straightening amount at a point to be straightened is equal to this target straightening amount. A control method was used.
However, in this method, if the target adjustment amount is too large, strain may occur on the object to be adjusted, deforming or damaging the object, or separating the already adjusted part of the object and the unregistered part. There were disadvantages such as the parts were not connected smoothly and therefore the adjustment had to be repeated from the beginning.
本発明は、以上の欠点を除去するためになされ
たもので、整正装置により整正する被整正物の整
正すべき点の基準線からの変位量を測定し、この
測定値と、その整正すべき点の基準線からの設定
値から、その整正すべき点の目標整正量を演算
し、前記目標整正量に基づいて修正率を設定し、
前記目標整正量と修正率から修正整正量を演算
し、被整正物の整正すべき点の整正量が前記修正
量に等しくなるように、前記整正装置を制御する
整正装置の制御方法を提供するものである。 The present invention has been made in order to eliminate the above-mentioned drawbacks, and uses a straightening device to measure the amount of displacement of the point to be straightened from the reference line of the object to be straightened, and to use this measured value and the Calculating a target correction amount for the point to be corrected from a set value from a reference line of the point to be corrected, and setting a correction rate based on the target correction amount;
A straightening device that calculates a corrected straightening amount from the target straightening amount and a correction rate, and controls the straightening device so that the straightening amount of a point to be straightened on the object to be straightened is equal to the straightening amount. The present invention provides a control method.
以下、本発明の一実施例を図面について説明す
る。 An embodiment of the present invention will be described below with reference to the drawings.
第1図は本発明の一実施例のブロツク線図であ
る。 FIG. 1 is a block diagram of one embodiment of the present invention.
測定部1と整正部2を有する整正装置3が、被
整正物の基準線からの変位量を測定部1により測
定し、この測定値yをサンプリングホールド部4
に出力する。そして整正装置3が前記被整正物の
整正すべき点に来ると、ホールド信号5により、
サンプリングホールド部4に、前記被整正物の整
正すべき点の測定値がホールドされ、このホール
ドされた測定値をMyとする。そしてこの測定値
Myが、第1演算器6及び第2演算器7に対して
出力される。第1演算器6は、サンプリングホー
ルド部4の出力My及び設定器8に予め設定され
た前記被整正物の整正すべき点の基準線からの設
定値Ysを入力し、目標整正量(My−Ys)を演算
し、第3演算器9に対して出力する。第3演算器
9は、第1演算器6から目標整正量(My−Ys)
と、修正率設定器10から予め設定された修正率
αを入力して、修正整正量(My−Ys)αを演算
し、この演算結果は表示器11に表示されると共
に、第4演算器12に対して出力される。従つ
て、作業者は初め修正率α=1として表示器11
に表示された表示値から、整正中の前記被整正部
の整正すべき点に対する整正量が適当かどうかを
判断して、不適当な場合は、修正率設定器10に
修正率α(<1)を設定して、前記被整正物の整
正すべき点に対して適正な修正整正量(My−
Ys)αを第3演算器9より第4演算器12に出
力する。また、整正装置3の整正部2により整正
中の前記被整正物の整正すべき点の基準線からの
変位量は測定部1により測定され、その測定値y
と、サンプリングホールド部4の出力Myは、第
2演算器7に入力され、前記被整正物の整正すべ
き点の実際の整正量(My−y)が演算されて、
第4演算器12に対して出力される。第4演算器
12は、第2演算器7の出力(My−y)及び第
3演算器9の出力(My−Ys)αを入力し、整正
偏差量Y=(My−y)−(My−Ys)αを演算し
て、整正装置3の整正部2に出力し、整正偏差量
Yが零、即ち実際の整正量(My−y)が修正量
(My−Ys)αに等しくなるように、整正装置3
を制御する。 A straightening device 3 having a measuring section 1 and a straightening section 2 measures the amount of displacement of the object to be straightened from a reference line using the measuring section 1, and sends this measured value y to a sampling and holding section 4.
Output to. When the straightening device 3 reaches the point where the object to be straightened is to be straightened, the hold signal 5 causes
The sampling and holding unit 4 holds the measured value of the point to be straightened on the object to be straightened, and this held measured value is designated as My. and this measurement
My is output to the first arithmetic unit 6 and the second arithmetic unit 7. The first computing unit 6 inputs the output My of the sampling hold section 4 and the set value Ys from the reference line of the point to be leveled of the object to be leveled which is set in advance to the setting device 8, and inputs the target leveling amount ( My−Ys) and outputs it to the third arithmetic unit 9. The third computing unit 9 receives the target adjustment amount (My-Ys) from the first computing unit 6.
Then, a preset correction rate α is inputted from the correction rate setting device 10, and a correction adjustment amount (My-Ys) α is calculated. This calculation result is displayed on the display 11, and the fourth calculation The signal is output to the device 12. Therefore, the operator initially sets the correction rate α=1 to the display 11.
From the displayed value, it is determined whether the amount of adjustment is appropriate for the point to be adjusted on the part to be adjusted during adjustment, and if it is inappropriate, the correction rate α ( <1) to determine the appropriate amount of correction (My-
Ys) α is output from the third arithmetic unit 9 to the fourth arithmetic unit 12. Further, the amount of displacement from the reference line of the point to be straightened of the object to be straightened during straightening by the straightening unit 2 of the straightening device 3 is measured by the measuring unit 1, and the measured value y
The output My of the sampling and holding section 4 is input to the second computing unit 7, and the actual amount of correction (My-y) of the point to be corrected on the object to be corrected is calculated.
It is output to the fourth arithmetic unit 12. The fourth arithmetic unit 12 inputs the output (My-y) of the second arithmetic unit 7 and the output (My-Ys) α of the third arithmetic unit 9, and receives the adjusted deviation amount Y=(My-y)-( My−Ys) α is calculated and output to the straightening section 2 of the straightening device 3, and the straightening deviation amount Y is zero, that is, the actual straightening amount (My−y) is the correction amount (My−Ys) straightening device 3 so that it is equal to α.
control.
次に、上述の整正装置の制御方法を、鉄道線路
の軌道の整正を行う軌道整正機の整正装置に応用
した場合について説明する。 Next, a case will be described in which the above-described control method for a straightening device is applied to a straightening device of a track straightening machine that straightens the track of a railway track.
一般に、軌道整正機により行われる軌道整正に
は、軌道のレールの頭頂面の長手方向の上下の狂
いを整正する高低整正、軌道の左右のレールの高
さの狂いを整正する水準整正及び軌道のレールの
軌間線の長手方向の左右の狂いを整正する通り整
正がある。通常、軌道の整正作業においては、左
右のレールの内、何れか一方のレールを基準レー
ルとして、まず各枕木毎に基準レールの高低を整
正し、この高低を整正した基準レールに対して他
方のレールの水準を整正し、次いで左右のレール
の通りを整正して、軌道整正機に設けられた道床
突き固め装置により枕木下面のバラスト道床を突
き固めて軌道の整正作業を完了する。この場合、
高低整正量又は通り整正量が大き過ぎると、レー
ルと枕木の締結装置を変形、破損させたり、軌道
の整正された部分と、未整正の部分が滑らかに接
続されず、殊に通り整正の場合、線路に軌道整正
機で整正するとができない橋梁や踏切等の構造物
があると、これ等の構造物に固定されたレール
と、整正した軌道のレールとを滑らかに接続する
ことができず、整正作業を最初から遣り直さなけ
ればならないという不都合が生ずる。このような
場合に、本発明の整正装置の制御方法を応用すれ
ば、上述のような不都合を避けることができる。
以下に、本発明の整正装置の制御方法を軌道の通
り整正作業に応用した場合について説明する。 In general, track adjustment performed by a track adjustment machine includes height adjustment to correct vertical deviation in the longitudinal direction of the top surface of the track rail, and correction of height deviation of the left and right rails of the track. There is leveling and straightening to correct left and right deviations in the longitudinal direction of the gauge line of the track rail. Normally, in track alignment work, one of the left and right rails is used as a reference rail, and the height of the reference rail is first adjusted for each sleeper, and then the height of the reference rail is compared to the adjusted reference rail. to level the other rail, then level the left and right rails, and use the bed tamping device installed on the track straightening machine to tamp the ballast track bed on the underside of the sleepers to complete the track straightening work. complete. in this case,
If the amount of elevation adjustment or the amount of street adjustment is too large, it may deform or damage the fastening device between the rail and the sleeper, and the leveled and unleveled portions of the track may not connect smoothly, especially When straightening the track, if there are structures such as bridges or railroad crossings on the track that cannot be straightened with a track straightening machine, it is necessary to smooth the rails fixed to these structures and the rails of the straightened track. This results in the inconvenience of not being able to connect to the machine and having to start the alignment work all over again. In such a case, if the control method of the straightening device of the present invention is applied, the above-mentioned inconvenience can be avoided.
Below, a case will be described in which the method for controlling the straightening device of the present invention is applied to straightening work along a track.
第2図は、軌道整正機で軌道の曲線部の通り整
正を行う場合の説明図、第3図は第2図のA部の
要部拡大図、第4図は、軌道整正機で軌道の直線
部の通り整正を行う場合の説明図、第5図は第4
図のB部拡大図である。 Figure 2 is an explanatory diagram of the case where a track straightening machine is used to straighten a curved part of the track, Figure 3 is an enlarged view of the main part of section A in Figure 2, and Figure 4 is a track straightening machine. Figure 5 is an explanatory diagram of straightening the straight section of the track.
It is an enlarged view of part B in the figure.
第2図において、レール20,20′上を走行
する軌道整正機21には、軌道の通り整正を行う
整正装置22、光線又は鋼線等を利用した基準線
23が設けられ、また整正装置22には、基準線
23に対する軌道の通り狂い量を測定する測定部
24及びレール20,20′を整正する整正部2
5が設けられている。通常、軌道の曲線部の通り
整正は、軌道の外側のレール20上に基準線23
の両端が来るように、基準線23を軌道整正機2
1と共に移動させ、基準線23に対するレール2
0の正矢値を測定し、この測定された正矢値が基
準線23に対するレール20が、所定の曲率半径
Rの正しい円弧26(図に一点鎖線で示す)の場
合の正矢値と等しくなるように締結装置により枕
木に締結されたレール20,20′を同時に左又
は右方向に整正部25により移動させて行う。即
ち、第3図において、その両端が外側のレール2
0上にある基準線23の中点をM、この中点Mに
おいて、基準線23に立てた垂線が円弧26及び
レール20と交わる点を、それぞれN,Pとし、
基準線23の長さをlとすると、円弧26の正矢
値はMN=l2/8R、レール20の正矢値はMPとな
り、MN=l2/8Rを設定値として、MP=MNになるよ
うにレール20,20′を整正する。いま、第1
図において、測定部1、整正部2及び整正装置3
を、それぞれ第2図に示す軌道整正機21の測定
部24、整正部5及び整正装置22に対応させれ
ば、第1図は、本発明を軌道整正機21の整正装
置22に応用した場合の、整正装置22の制御方
法のブロツク線図となる。即ち第2図において、
レール20,20′上を、整正の完了した点の枕
木27から、整正すべき点の枕木28に向つて、
測定部24により、レール20の基準線23に対
する正矢値を測定し、その測定値yをサンプリン
グホールド部4に出力しながら、軌道整正機21
を走行させ、その整正部25の中心が整正すべ点
の枕木28のほぼ中心位置に達した時に、軌道整
正機21を停止させ、軌道整正機21の制御装置
(図示せず)より、ホールド信号5をサンプリン
グホールド部4に出力して、その位置のレール2
0の正矢値MPをサンプリングホールド部4にホ
ールドさせる。このホールドされた正矢値をMy
とする。そして、この正矢値Myが第1演算器6
及び第2演算器7に対して出力される。第1演算
器6は、サンプリングホールド部4から出力され
た正矢値My及び設定器8に予め設定された、レ
ール20が円弧26に一致した時の正矢値MN=
l2/8R=Ysを入力し、レール20の目標整正量(My
−Ys)を演算し、第3演算器9に対して出力す
る。作業者は、修正率設定器10に、まずα=1
を設定して、第3演算器9より出力されて表示器
11に表示された目標整正量(My−Ys)が、適
当かどうかを判断する。そして、もしこの目標整
正量が大きすぎて、この目標整正量で、レール2
0,20′を整正すると、レール20,20′と枕
木28の締結装置を変形又は破損する恐れがあつ
たり、また、レール20,20′の枕木28より
前方の未整正部分と後方の既整正部分が滑らかに
接続できない恐れがあつたり、またレール20,
20′の枕木28より前方の未整正部分に橋梁や
踏切等の構造物があり、これ等の構造物に固定さ
れたレールと、枕木28の後方の既整正のレール
とが滑らかに接続できない恐れがある場合には、
それ等の状況を勘案して、修正係数α(<1)を
設定して、第3演算器9に出力し、前記目標修正
量(My−Ys)に修正係数αを乗じて、修正整正
量(My−Ys)αを第3演算器9に演算させ、そ
の演算結果を第4演算器12に出力する。また、
整正装置22の整正部25により整正中のレール
20上のP点の正矢値は測定部24により測定さ
れ、その測定された正矢値yと、サンプリングホ
ールド部4の出力の正矢値Myは、第2演算器7
に入力され、レール20上のP点の実際の整正量
(My−y)が演算されて、第4演算器12に対し
て出力される。第4演算器12は、第2演算器7
の出力(My−y)及び第3演算器9の出力(My
−Ys)αを入力し、整正偏差量Y=(My−y)−
(My−Ys)αを演算して、整正装置22の整正
部25に対して出力し、整正偏差Yが零になつた
時、即ち(My−y)=(My−Ys)αになつた時
に整正作業を完了するように整正装置22を制御
すればよい。整正作業が完了すると、第3図に示
すように、レール20上のP点は、PNの中間の
Q点に移動し、レール20はQ点を通る円弧29
(破線で示す)に一致する。従つて、前記締結装
置の変形又は破損を防止し、レール20,20′
の既整正部分と未整正部分又は前記橋梁や踏切等
の構造物に固定されたレールとを滑らかに接続す
ることができる。 In FIG. 2, a track straightening machine 21 running on rails 20, 20' is provided with a straightening device 22 for straightening the track, a reference line 23 using a light beam or a steel wire, etc. The straightening device 22 includes a measuring section 24 that measures the amount of track misalignment with respect to the reference line 23, and a straightening section 2 that straightens the rails 20, 20'.
5 is provided. Normally, the alignment of the curved part of the track is performed by placing a reference line 23 on the outer rail 20 of the track.
The reference line 23 is aligned with the track adjustment machine 2 so that both ends of the
1 and move the rail 2 relative to the reference line 23.
0, and this measured versine value is equal to the versine value when the rail 20 with respect to the reference line 23 is a correct circular arc 26 (indicated by a dashed line in the figure) with a predetermined radius of curvature R. This is done by simultaneously moving the rails 20, 20' fastened to the sleepers by the fastening device to the left or right by the straightening section 25 so that That is, in FIG. 3, both ends of the outer rail 2
0 is the midpoint of the reference line 23, and at this midpoint M, the points where the perpendicular line drawn to the reference line 23 intersects the arc 26 and the rail 20 are N and P, respectively.
If the length of the reference line 23 is l, the versine value of the arc 26 is MN=l 2 /8R, the versine value of the rail 20 is MP, and with MN=l 2 /8R as the set value, MP=MN. Adjust the rails 20, 20' so that Now, the first
In the figure, a measuring section 1, a straightening section 2, and a straightening device 3
If these correspond to the measuring section 24, the straightening section 5, and the straightening device 22 of the track straightening machine 21 shown in FIG. 2, then FIG. 22 is a block diagram of a control method for the straightening device 22 when applied to the straightening device 22. That is, in Figure 2,
On the rails 20, 20', from the sleeper 27 at the point where straightening has been completed toward the sleeper 28 at the point to be straightened,
The measurement unit 24 measures the versine value with respect to the reference line 23 of the rail 20, and while outputting the measured value y to the sampling hold unit 4, the track straightening machine 21
When the center of the straightening section 25 reaches approximately the center position of the sleeper 28, which is the point to be straightened, the track straightening machine 21 is stopped, and a control device (not shown) for the track straightening machine 21 is activated. , the hold signal 5 is output to the sampling hold section 4, and the rail 2 at that position is output.
The masaya value MP of 0 is held in the sampling hold section 4. This held Masaya value is My
shall be. Then, this versine value My is the first arithmetic unit 6
and is output to the second arithmetic unit 7. The first arithmetic unit 6 calculates the positive arrow value My output from the sampling hold unit 4 and the positive arrow value MN when the rail 20 coincides with the circular arc 26, which is preset in the setting device 8.
l2 /8R=Ys is input, the target adjustment amount (My-Ys) of the rail 20 is calculated, and the result is output to the third calculator 9. The operator first inputs α=1 into the correction rate setting device 10.
is set, and it is determined whether the target correction amount (My-Ys) outputted from the third calculator 9 and displayed on the display 11 is appropriate. If this target adjustment amount is too large, rail 2
0, 20', there is a risk of deforming or damaging the fastening device between the rails 20, 20' and the sleeper 28, and the unaligned portion of the rail 20, 20' in front of the sleeper 28 and the rear part of the rail 20, 20' There is a risk that the pre-aligned parts may not connect smoothly, and the rail 20,
There are structures such as bridges and railroad crossings in the unleveled area ahead of the sleeper 28 at 20', and the rails fixed to these structures and the already leveled rails behind the sleeper 28 connect smoothly. If there is a possibility that you cannot
Taking these circumstances into consideration, a correction coefficient α (<1) is set and output to the third computing unit 9, and the target correction amount (My−Ys) is multiplied by the correction coefficient α to perform correction correction. The third calculator 9 calculates the quantity (My-Ys) α, and outputs the calculation result to the fourth calculator 12. Also,
The versus value of the point P on the rail 20 that is being adjusted by the adjustment section 25 of the adjustment device 22 is measured by the measuring section 24, and the measured versus value y and the versus of the output of the sampling hold section 4 are measured by the measurement section 24. The value My is the second arithmetic unit 7
The actual adjustment amount (My-y) at point P on the rail 20 is calculated and output to the fourth calculator 12. The fourth arithmetic unit 12 is the second arithmetic unit 7
(My−y) and the output of the third arithmetic unit 9 (My
−Ys) α, and the adjustment deviation amount Y=(My−y)−
(My-Ys)α is calculated and output to the straightening section 25 of the straightening device 22, and when the straightening deviation Y becomes zero, that is, (My-y)=(My-Ys)α The straightening device 22 may be controlled so that the straightening work is completed when the straightening operation is completed. When the straightening work is completed, as shown in FIG. 3, point P on the rail 20 moves to point Q in the middle of PN, and the rail 20 moves to point Q, which passes through point Q.
(indicated by a dashed line). Therefore, deformation or damage to the fastening device is prevented, and the rails 20, 20'
It is possible to smoothly connect the already leveled part and the unleveled part or the rail fixed to the structure such as the bridge or railroad crossing.
また、軌道の直線部の通り整正を行う場合は、
上述の曲線部の通り整正の場合において、曲率半
径Rが無限大になつたと考えればよいから、Ys
=MN=l2/8R=0となる。従つて、第2図及び第3
図においてMN=Ys=0とすれば、第2図は第4
図に第3図は第5図に対応し、軌道の直線部の通
り整正は、軌道の曲線部の通り整正と同様に行う
ことができる。 In addition, when performing alignment on the straight section of the track,
In the case of straightening the curved section as described above, we can consider that the radius of curvature R has become infinite, so Ys
=MN=l 2 /8R=0. Therefore, if MN=Ys=0 in FIGS. 2 and 3, then FIG.
In the figure, FIG. 3 corresponds to FIG. 5, and the straightening of the straight portion of the track can be performed in the same way as the straightening of the curved portion of the track.
以上のように、本発明の整正装置の制御方法
は、第1演算器の出力の目標整正量(My−Ys)
を第3演算器に入力し、表示器により目標整正量
(My−Ys)を監視し、必要に応じて修正率設定
器に適正な修正率αを設定して、第3演算器に入
力して、第3演算器において、修正整正量(My
−Ys)αを演算し、その演算結果を第4演算器
に出力する。また、第2演算器は実際の整正量
(My−y)を演算して、その演算結果を第4演算
器に出力する。第4演算器は、第2演算器より入
力した実際の整正量(My−y)と、第3演算器
から入力した修正整正量(My−Ys)αから、整
正偏差量Y=(My−y)−(My−Ys)αを演算し
て、その演算結果を整正装置の整正部に出力し、
Yが零になつた時に、整正作業を完了するように
整正装置を制御するので、常に被整正物の整正す
べき点を適正な修正整正量で整正することができ
る。従つて、被整正物に無理が生ぜず、被整正物
を変形又は破損することなく、また既整正部と未
整正部を滑らかに接続することができる等の効果
を有する。 As described above, the control method of the straightening device of the present invention is based on the target straightening amount (My−Ys) of the output of the first computing unit.
is input to the third computing unit, the target adjustment amount (My-Ys) is monitored on the display, and if necessary, an appropriate correction rate α is set in the correction rate setting device, and input to the third computing unit. Then, in the third computing unit, the correction adjustment amount (My
−Ys) α and outputs the calculation result to the fourth calculation unit. Further, the second arithmetic unit calculates the actual correction amount (My-y) and outputs the result of the calculation to the fourth arithmetic unit. The fourth calculator calculates the adjustment deviation amount Y= from the actual adjustment amount (My-y) input from the second calculator and the corrected adjustment amount (My-Ys) α input from the third calculator Calculate (My-y)-(My-Ys)α, output the calculation result to the straightening section of the straightening device,
Since the straightening device is controlled so that the straightening work is completed when Y becomes zero, the points to be straightened on the object to be straightened can always be straightened by an appropriate correction amount. Therefore, it is possible to smoothly connect the already-aligned part and the un-aligned part without straining the object to be adjusted, deforming or damaging the object, and so on.
第1図は本発明の一実施例のブロツク線図、第
2図は本発明を軌道整正機に応用して、軌道の曲
線部の通り整正を行う場合の説明図、第3図は第
2図のA図の要部拡大図、第4図は本発明を軌道
整正機に応用して、軌道の直線部の通り整正を行
う場合の説明図、第5図は第4図のB部拡大図で
ある。
1……測定部、2……整正部、3……整正装
置、4……サンプリングホールド部、5……ホー
ルド信号、6……第1演算器、7……第2演算
器、8……設定器、9……第3演算器、10……
修正率設定器、11……表示器、12……第4演
算器。
Figure 1 is a block diagram of an embodiment of the present invention, Figure 2 is an explanatory diagram of the case where the present invention is applied to a track straightening machine to straighten a track along a curved part, and Figure 3 is Figure 4 is an enlarged view of the main part of Figure A in Figure 2, Figure 4 is an explanatory diagram of the case where the present invention is applied to a track straightening machine to straighten the straight part of the track, Figure 5 is Figure 4. It is an enlarged view of part B of FIG. DESCRIPTION OF SYMBOLS 1... Measuring section, 2... Adjustment section, 3... Adjustment device, 4... Sampling hold section, 5... Hold signal, 6... First computing unit, 7... Second computing unit, 8 ...Setting device, 9...Third computing unit, 10...
Correction rate setting device, 11...Display device, 12...Fourth computing unit.
Claims (1)
被整正物の基準線からの変位量を測定し、前記整
正装置が前記被整正物の整正すべき点に来ると、
その点の測定値をサンプリングホールドし、その
サンプリングホールドした測定値をMyとし、こ
の測定値Myと、予め設定された前記被整正物の
整正すべき点の基準線からの設定値Ysとから、
目標整正量(My−Ys)を演算し、前記目標整正
量(My−Ys)に基づいて修正率αを設定し、前
記目標整正量(My−Ys)と修正率αから修正整
正量(My−Ys)αを演算し、また前記測定値
Myと、前記被整正物の整正すべき点の整正中の
基準線からの測定値yとから整正量(My−y)
を演算し、この整正量(My−y)と、前記修正
整正量(My−Ys)αとから、整正偏差量Y=
(My−y)−(My−Ys)αを演算して、被整正物
を整正する整正装置に対して出力し、前記整正偏
差量Yが零になるように前記整正装置を制御する
ことを特徴とする整正装置の制御方法。1. Measuring the amount of displacement of the object to be adjusted from a reference line with a measuring section of a straightening device having a measuring section and a straightening section, and when the straightening device comes to a point where the object to be straightened is to be straightened,
The measured value at that point is sampled and held, the sampled and held measured value is set as My, and from this measured value My and the preset value Ys from the reference line of the point to be corrected of the object to be corrected. ,
Calculate the target adjustment amount (My-Ys), set the correction rate α based on the target adjustment amount (My-Ys), and calculate the correction adjustment from the target adjustment amount (My-Ys) and the correction rate α. Calculate the positive quantity (My−Ys)α and also calculate the measured value
The adjustment amount (My-y) is calculated from My and the measured value y from the reference line during adjustment of the point to be adjusted on the object to be adjusted.
From this adjustment amount (My-y) and the corrected adjustment amount (My-Ys) α, adjustment deviation amount Y=
(My-y)-(My-Ys)α is calculated and output to the straightening device that straightens the object to be straightened, and the straightening device adjusts the straightening deviation amount Y to zero. A method for controlling a straightening device, the method comprising: controlling a straightening device;
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15885381A JPS5859749A (en) | 1981-10-07 | 1981-10-07 | Control method of correction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15885381A JPS5859749A (en) | 1981-10-07 | 1981-10-07 | Control method of correction device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5859749A JPS5859749A (en) | 1983-04-08 |
| JPS6233361B2 true JPS6233361B2 (en) | 1987-07-21 |
Family
ID=15680834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15885381A Granted JPS5859749A (en) | 1981-10-07 | 1981-10-07 | Control method of correction device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5859749A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007008517A (en) * | 2005-06-30 | 2007-01-18 | Fujirebio Inc | Cap for vial |
-
1981
- 1981-10-07 JP JP15885381A patent/JPS5859749A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5859749A (en) | 1983-04-08 |
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