JPS6057005B2 - Track alignment machine leveling inspection method and leveling device - Google Patents

Track alignment machine leveling inspection method and leveling device

Info

Publication number
JPS6057005B2
JPS6057005B2 JP12302179A JP12302179A JPS6057005B2 JP S6057005 B2 JPS6057005 B2 JP S6057005B2 JP 12302179 A JP12302179 A JP 12302179A JP 12302179 A JP12302179 A JP 12302179A JP S6057005 B2 JPS6057005 B2 JP S6057005B2
Authority
JP
Japan
Prior art keywords
level
leveling
reference part
rail
straightening machine
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
Application number
JP12302179A
Other languages
Japanese (ja)
Other versions
JPS5646414A (en
Inventor
長市 木村
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.)
Shibaura Mechatronics Corp
Original Assignee
Shibaura Engineering Works Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shibaura Engineering Works Co Ltd filed Critical Shibaura Engineering Works Co Ltd
Priority to JP12302179A priority Critical patent/JPS6057005B2/en
Publication of JPS5646414A publication Critical patent/JPS5646414A/en
Publication of JPS6057005B2 publication Critical patent/JPS6057005B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は軌道整正機のレベリング検測方法およびレベリ
ング検測装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a leveling inspection method and a leveling inspection device for a track straightening machine.

一般に軌道の整正にあつては、左または右レールの頭頂
面の長手方向の上下の狂い、すなわち高低狂いを整正す
高低整正と、左右のレールの高さの狂い、すなわち水準
狂いを所定値に整正する水準整正とが行なわれ、これら
は総称してレベリング整正と呼ばれ、軌道整正機のレベ
リング装置により行なわれる。
In general, when adjusting a track, the vertical adjustment of the longitudinal direction of the top surface of the left or right rail, that is, the height deviation, is corrected, and the height deviation of the left and right rails, that is, the level deviation, is corrected. A leveling adjustment is performed to adjust the value, and these are collectively called leveling adjustment, and are performed by a leveling device of a track straightening machine.

軌道整正機はレール上を自走しながら、レベリング装置
により軌道のレベリング整正を自動的に行なうもので、
通常、レベリング装置として、軌道の左右のレールの高
低狂いおよび水準狂いを検測するレベリング検測装置(
以下単に検測装置という)と、この検測装置よりの指令
によりレールをレベリング修正位置まで持ち上げるレー
ル持ち上げ装置(レールこう上装置ともいう)と、この
レール持ち上げ装置により持ち上げられたレベリング修
正位置にレールを保持するために、枕木下面のバラスト
道床を振動等を利用して締固めるタンピング装置とを備
えている。そして、通常、左右のレールのいずれか一方
のレールを基準側レール、他方のレールを反基準側レー
ルとして、検測装置とレール持ち上げ装置により、まず
基準側レールの高低狂いを修正し、次いでこの高低狂い
を修正された基準側レールに対して反基準側レールの水
準狂いを修正して後、そのレベリング修正位置にレール
を保持するためにタンピング装置により枕木下面のバラ
スト道床を締固めてレベリング整正を行なう。従来、こ
の種の軌道整正機の検測装置は種々提案されており、代
表的なものとして軌道整正機の前部と後部にそれぞれ前
基準部および後基準部を設け、これらの前基準部と後基
準部の間に各レール上方に基準線を形成し、かつ前基準
部と後基準部の間に、基準線感知手段を有するレールの
高低狂いを検出する検出部と、レールの水準狂いを検出
する水準器を設けた検測装置が知られている。
A track straightening machine automatically levels and straightens the track using a leveling device while running on the rail.
Usually used as a leveling device, a leveling inspection device (
A rail lifting device (also referred to as a rail lifting device) that lifts the rail to the leveling correction position according to a command from the inspection device, and a rail lifting device that lifts the rail to the leveling correction position by the rail lifting device. In order to maintain this, the ballast bed is equipped with a tamping device that compacts the ballast track bed on the underside of the sleepers using vibrations, etc. Normally, one of the left and right rails is set as the reference side rail and the other rail is set as the anti-reference side rail, and the height deviation of the reference side rail is first corrected using a measuring device and a rail lifting device. After correcting the level deviation of the anti-reference side rail with respect to the reference side rail whose height deviation has been corrected, in order to hold the rail at the leveling correction position, the ballast track bed on the underside of the sleeper is compacted using a tamping device to perform leveling. Do what is right. Conventionally, various inspection devices for this type of track straightening machine have been proposed, and a typical one is a front reference part and a rear reference part provided at the front and rear parts of the track straightening machine, respectively. A detection part for detecting height deviation of the rail, which has a reference line sensing means between the front reference part and the rear reference part, and a detection part for detecting height deviation of the rail, and a reference line is formed above each rail between the front reference part and the rear reference part. A measuring device equipped with a level to detect deviation is known.

この種の検測装置の一例として、検出部および水準器を
タンピング装置の近傍に配置し、レールの高低狂いは基
準線に対する基準線惑知手段の変位により測定し、レー
ルの水準狂いは水準器により測定するものがあるが、水
準整正に際し水準器の応答速度が問題となり、応答速度
を速くするとタンピング装置の振動の影響を受け不安定
となり、応答速度を遅くすると左右のレールを持ち上げ
るのに時間が掛るばかりでなく、検出水準に誤差が含ま
れるという欠点があつた。本発明は、従来の軌道整正機
のレベリング装置の検測装置が有する以上の欠点を解消
するためになされたもので、左右のレール上方にそれぞ
れ基準線を形成せしめるとともに各基準線を惑知する手
段を有する軌道整正機において、軌道整正機のタンピン
グ装置の振動の影響を殆んど受けない前部に前基準部を
後部に後基準部を設け、前記前基準部における水準を前
記後基準部における水準に一致せしめ、その結果生じた
基準側レール上方の基準線の高さ誤差を修正し、後基準
部における水準と所定カント量に基づいて前記前基準部
と後基準部との間に設けられた前記惑知手段の反基準側
レール上方の基準線に対する位置を修正することを特徴
とするレベリング検測方法を提供するものである。
As an example of this type of measuring device, a detection unit and a level are placed near the tamping device, and the height deviation of the rail is measured by the displacement of the reference line detection means with respect to the reference line. However, when adjusting the level, the response speed of the level becomes a problem.If the response speed is made faster, it becomes unstable due to the vibration of the tamping device, and if the response speed is made slower, it becomes difficult to lift the left and right rails. This method not only takes time, but also has the disadvantage that the detection level includes errors. The present invention was made in order to eliminate the above-mentioned drawbacks of the conventional inspection device of the leveling device of the track straightening machine, and it forms reference lines above the left and right rails, and misleads each reference line. In a track straightening machine having a means for The height error of the reference line above the reference side rail is corrected, and the height difference between the front reference part and the rear reference part is adjusted based on the level at the rear reference part and the predetermined cant amount. There is provided a leveling inspection method characterized in that the position of the sensing means provided between the two is corrected with respect to a reference line above a rail on the opposite reference side.

さらに本発明は、上記軌道整正機において前基準部に第
1の水準器を設け、後基準部に第2の水準器を設け、前
記第1および第2の水準器の出力差に応答して前記前基
準部の水準を前記後基準部の水準に一致させるための傾
き修正器と、該傾き修正器により基準側レール上方の基
準線に生じる高さ誤差を修正するための上下調整器と、
前記第2の水準器と所定カント量との差に応答して前記
反基準側レール上方の基準線に対する感知手段の位置を
修正する修正器とを有することを特徴とするレベリング
検測装置を提供する。本発明によれば、水準器がタンピ
ング装置による振動の影響を殆んど受けない前基準部お
よび後基準部に配設され、また高低検出に使用する基準
線ど惑知手段とをそのまま水準検出に利用できるので検
測装置の構成が簡単となる。
Furthermore, the present invention provides a first level in the front reference part and a second level in the rear reference part in the track straightening machine, and responds to the difference in output between the first and second level. an inclination corrector for adjusting the level of the front reference part to match the level of the rear reference part; and a vertical adjuster for correcting a height error caused in the reference line above the reference side rail by the inclination corrector. ,
Provided is a leveling inspection device comprising: a corrector that corrects the position of the sensing means with respect to the reference line above the non-reference side rail in response to the difference between the second level and a predetermined cant amount. do. According to the present invention, the spirit level is disposed in the front reference part and the rear reference part which are hardly affected by the vibrations caused by the tamping device, and the level can be detected as is with the reference line detection means used for height detection. Since it can be used for many purposes, the configuration of the inspection device is simplified.

さらに検出水準の算出に電気的な演算回路が使用される
ので正確な結果が迅速に得られ、その結果殆んど遅れ要
素なしにレベリング整正を行うことができる。以下、添
付図面を参照して本発明の一実施例について説明する。
第1図は軌道整正機に本発明に係るレベリング検測装置
の一実施例を装架した概略配置図、第2図は本発明のレ
ベリング検測装置の一実施例の概略斜視図、第3図は本
発明によるレベリング検測方法を説明するための図、第
4図はレベリング作業の要部を示すブロック線図である
。第1図においてレベリング装置は、軌道整正機1の本
体1aのほぼ中央部に配設されたレール持ち上げ装置2
と、そのやや後方に配設されたタンピング装置3と、検
測装置4とか構成されている。これらのうちレール持ち
上げ装置2およびタンピング装置3は本発明の要部では
なくしかもすでに十分知られているのでその説明は省略
する。本発明に係るレベリング装置の検測装置4を特に
第2図に詳細に示した。第2図を第1図とともに参照す
れば、検測装置4は軌道整正機1の前部に設けられた前
基準装置41と、軌道整正機1の後部に設けられた後基
準装置42と、その間に設けられた検出装置43とから
成る。前記前基準装置41はレール5a,5b上を転動
する測定輪41a,41bにより支持された台車41c
に対して揺動バー41dが継手41eにより揺動自体に
ピン結合されている。揺動バー41dは両端から上方へ
伸びる支柱41f,41gを有し、この支柱41f,4
1gの動きは、本体1aに固定されたガイド管(図示せ
ず)で上下方向には自在で左右および前後方向に拘束さ
れている。揺動バー41dの中央には水準器Aが取り付
けられるとともに、そのすぐ近くには後述する傾き修正
器6のねじ棒62とねじ係合する袋ナット41hが固着
されている。支柱41f,41gの両上端間に梁411
が設けられている。梁411は支柱41f,41gとピ
ン揺動自在に取り付けられかつその中央に上下調整器7
が取り付けられている。上下調整器7は、駆動部7aと
、この駆動部7aと回転軸7b,7cにより連結された
上下動装置7d,7eとから構成されていて、レール勾
配変化部または総こう上時に後述する基準ワイヤの高さ
を左右同時に調整する。上下動装置7d,7eはそれぞ
れ支柱41f,41gの上端に取り付けられており、か
つその上方に上下方向に移動可能な棒8A,8bを有す
る。この棒8a,8bは上下調整器7の駆動部7aを駆
動することにより回転軸7b,7cを回転させて上方ま
たは下方に移動される。棒8a,8bの上端どうしは連
結バー41jにより揺動自在にピン(図示せず)を介し
て連結されている。従つてレール5a,5bにより台車
41cが傾くと連結バー41jも同様に傾く。傾き修正
器6は、本体1aに適宜の方法で固定されたモータMに
より減速手段61を介してねじ棒62を回転駆動するよ
うに構成されており、ねじ棒62が回転されると揺動バ
ー41dに固着された袋ナット41hと協同して、揺動
バー41d1従つて前基準装置41を本体1aに対して
傾斜させる。ねじ棒62は台車41c上で軸受けされて
いる。次に後基準装置42は、やはりレール5a,5b
上を転動する車輪42a,42bにより支持された台車
42cの両側端に揺動自在で横方向に移動可能に取り付
けられかつ上方へ伸びる支柱42d,42eを有し、支
柱42d,42eの両上端間に揺動自在にピン(図示せ
ず)で取り付けられた梁42fが設けられている。
Further, since an electrical arithmetic circuit is used to calculate the detection level, accurate results can be obtained quickly, and as a result, leveling correction can be performed with almost no delay element. Hereinafter, one embodiment of the present invention will be described with reference to the accompanying drawings.
FIG. 1 is a schematic layout diagram of an embodiment of the leveling inspection device according to the present invention mounted on a track straightening machine, FIG. 2 is a schematic perspective view of an embodiment of the leveling inspection device of the present invention, and FIG. FIG. 3 is a diagram for explaining the leveling inspection method according to the present invention, and FIG. 4 is a block diagram showing the main parts of the leveling work. In FIG. 1, the leveling device is a rail lifting device 2 disposed approximately in the center of the main body 1a of the track straightening machine 1.
, a tamping device 3 disposed slightly behind the tamping device 3, and a measuring device 4. Of these, the rail lifting device 2 and the tamping device 3 are not essential parts of the present invention and are already well known, so a description thereof will be omitted. The measuring device 4 of the leveling device according to the present invention is shown in particular detail in FIG. Referring to FIG. 2 together with FIG. 1, the inspection device 4 includes a front reference device 41 provided at the front of the track straightener 1 and a rear reference device 42 provided at the rear of the track straightener 1. and a detection device 43 provided therebetween. The front reference device 41 is a cart 41c supported by measuring wheels 41a, 41b rolling on rails 5a, 5b.
On the other hand, the swing bar 41d is pin-coupled to the swing itself by a joint 41e. The swing bar 41d has struts 41f and 41g extending upward from both ends.
The movement of 1g is free in the vertical direction and restricted in the left-right and front-back directions by a guide tube (not shown) fixed to the main body 1a. A spirit level A is attached to the center of the swing bar 41d, and a cap nut 41h that is threadedly engaged with a threaded rod 62 of a tilt corrector 6, which will be described later, is fixed close to it. Beam 411 between the upper ends of pillars 41f and 41g
is provided. The beam 411 is attached to the pillars 41f and 41g so that the pin can swing freely, and a vertical adjuster 7 is installed in the center of the beam 411.
is installed. The vertical adjuster 7 is composed of a drive section 7a and vertical movement devices 7d and 7e connected to the drive section 7a by rotating shafts 7b and 7c, and is configured to meet the criteria described below at the rail gradient change section or total slope. Adjust the height of the left and right wires at the same time. The vertical movement devices 7d and 7e are attached to the upper ends of the columns 41f and 41g, respectively, and have vertically movable rods 8A and 8b above them. The rods 8a, 8b are moved upward or downward by driving the driving portion 7a of the vertical adjuster 7 to rotate the rotating shafts 7b, 7c. The upper ends of the rods 8a and 8b are swingably connected to each other by a connecting bar 41j via a pin (not shown). Therefore, when the truck 41c is tilted by the rails 5a and 5b, the connecting bar 41j is also tilted. The tilt corrector 6 is configured to rotate a threaded rod 62 via a deceleration means 61 by a motor M fixed to the main body 1a in an appropriate manner, and when the threaded rod 62 is rotated, the swing bar is rotated. In cooperation with a cap nut 41h fixed to 41d, the swing bar 41d1 and hence the front reference device 41 are tilted with respect to the main body 1a. The threaded rod 62 is supported on the truck 41c. Next, the rear reference device 42 also controls the rails 5a and 5b.
It has struts 42d and 42e that are swingably and laterally movably attached to both ends of a cart 42c supported by wheels 42a and 42b that roll on it and extend upward, and both upper ends of the struts 42d and 42e. A beam 42f is provided in between, which is swingably attached with a pin (not shown).

なお支柱42d,42eの動きは支柱41f,41gと
同様に本体1aに固定されたガイド管(図示せず)で上
下方向には自在で左右および前後方向には拘束されてい
る。台車42cには水準器Bが配設されている。梁42
fには横方向に移動可能な基準梁42iが取り付けられ
ており、この基準梁421には基準点42h,42h″
を両端に設けている。この基準梁421には横方向修正
装置42gにより基準点42h,42h″が常にレール
5a,5bの直上に移動できる構造となつている。横方
向修正装置42gは、基準点42h,42h″がレール
直上よりすれるのを防止するものである。なお台車42
cと基準梁421は常に同じ傾きをなすように構成され
ている。前基準装置41の連結バー41jの基準点41
k,41k゛と後基準装置42の基準梁421の基準点
42h,42h″との間には、両レール5a,5bの直
上位置に2本の基準ワイヤー10a,10bが張設され
ており、両ワイヤーの張力は連結バー41jに設けられ
たワイヤー張力調整装置411により調整されている。
The movement of the struts 42d and 42e, like the struts 41f and 41g, is free in the vertical direction and restricted in the left-right and front-back directions by a guide tube (not shown) fixed to the main body 1a. A spirit level B is provided on the cart 42c. Beam 42
A laterally movable reference beam 42i is attached to f, and reference points 42h, 42h'' are attached to this reference beam 421.
are provided at both ends. This reference beam 421 has a structure in which reference points 42h, 42h'' can always be moved directly above the rails 5a, 5b by a lateral correction device 42g. This prevents it from slipping from directly above. Additionally, trolley 42
c and the reference beam 421 are configured to always have the same inclination. Reference point 41 of connecting bar 41j of front reference device 41
Between the reference points 42h, 42h'' of the reference beam 421 of the rear reference device 42, two reference wires 10a, 10b are stretched directly above the rails 5a, 5b. The tension of both wires is adjusted by a wire tension adjustment device 411 provided on the connection bar 41j.

測定輪41a,41bから基準41k,41k″までの
高さおよび車輪42a,42bから基準点42h,42
h″までの高さは上下動装置7d,7eにより棒8a,
8bを勾配変化部または総こう上時に上下方向に移動さ
せる時以外は正確に同じ値に保たれている。次に検出装
置43は、レール5a,5b上を転動する車輪43a,
43bにより支持された台車43cと、この台車43c
の両側に揺動自在で横方向に移動可能に取り付けられか
つ上方へ伸びる支柱43d,43eを有し、これらの支
柱43d,43eの両上端間に梁43fが支点43g,
43g′を介して揺動自在に設けられている。支柱43
d,43eの動きは支柱41f,41gおよび42d,
42eと同様に本体1aに固定されたガイド管(図示せ
ず)で上下方向には自在で左右および前後方向には拘束
されている。梁43fからは横方向に移動可能な構造で
取り付けられたフイーラ修正器12a,12bを介して
フイーラ13a,13bが垂下され、これらフイーラ1
3a,13bはそれぞれ基準ワイヤー10a,10bと
接触したときにワイヤーを感知する。両フイーラ13a
,13bはフイーラ修正器12a,12bに揺動自在に
取り付けられ、かつフイーラ水平器14に連結されて常
に水平に保たれる。この場合、レール曲線部においては
前基準装置41の基準点41k,41k″と後基準装置
42の基準点42h,42h゛はレール直上にあるが検
出装置43は前基準と後基準の間にあるため基準ワイヤ
ー10a,10bとレール5a,5bの位置がずれ、左
右レールの傾きにより高低狂いを生じるの゛で、フイー
ラ水平器14でフイーラを常に水平に保ち高低狂いを生
じないように補正が行なわれる。梁43fは横方向修正
装置43hによりレール5a,5bを横切る方向に懸吊
されており、この横方向修正装置43hは、前述した後
基準装置42における横方向修正装置42gと同様に、
フイーラ13a,13bがレール直上よりずれるのを防
止する。このような構成の本発明の検測装置を用いて水
準検出を行なう場合について第3図および第4図Jを参
照して説明する。水準検出に際しフイーラの修正を行な
うが、フイーラの修正は次のように行なわれる。
Height from measurement wheels 41a, 41b to reference points 41k, 41k'' and from wheels 42a, 42b to reference points 42h, 42
The height up to h'' is achieved by vertically moving devices 7d and 7e using rods 8a and 8a.
8b is kept at exactly the same value except when moving it in the vertical direction at a gradient change section or during a full climb. Next, the detection device 43 detects wheels 43a and 43a rolling on the rails 5a and 5b.
A cart 43c supported by 43b, and this cart 43c.
It has struts 43d and 43e that are swingably and laterally movably attached to both sides and extend upward, and a beam 43f is connected between the upper ends of these struts 43d and 43e as fulcrums 43g,
43g' so as to be swingable. Pillar 43
The movements of d and 43e are caused by the movements of pillars 41f, 41g and 42d,
Similarly to 42e, it is freely movable in the vertical direction and restrained in the left-right and front-rear directions by a guide tube (not shown) fixed to the main body 1a. Feelers 13a and 13b are suspended from the beam 43f via feeler modifiers 12a and 12b that are attached in a horizontally movable structure.
3a and 13b sense the wires when they come into contact with the reference wires 10a and 10b, respectively. Both fillers 13a
, 13b are swingably attached to the feeler correctors 12a, 12b, and are connected to the feeler leveler 14 to be kept horizontal at all times. In this case, in the rail curve section, the reference points 41k, 41k'' of the front reference device 41 and the reference points 42h, 42h'' of the rear reference device 42 are directly above the rail, but the detection device 43 is located between the front reference and the rear reference. Therefore, the positions of the reference wires 10a, 10b and the rails 5a, 5b are misaligned, and the inclination of the left and right rails causes a height error. Therefore, the feeler level 14 is used to keep the feeler level at all times and make corrections to prevent the height error from occurring. The beam 43f is suspended in a direction across the rails 5a and 5b by a lateral correction device 43h, and this lateral correction device 43h is similar to the lateral correction device 42g in the rear reference device 42 described above.
To prevent feelers 13a and 13b from shifting from directly above the rail. The case where level detection is performed using the measuring device of the present invention having such a configuration will be described with reference to FIGS. 3 and 4J. The feeler is corrected during level detection, and the feeler correction is performed as follows.

水準器A,Bは左右レールの高さの差を両レールを結ぶ
直線が水平面に対してなす角すなわち傾斜角の関数とし
て取り出すように構成されており、その出力を便宜上A
,bとして表わす。いまレール5aを基準側とし、水準
器Aからの前基準部の水準aと水準器Bからの後基準部
の水準bとを比較器15により比較し、両水準の差に相
当する出力を傾き修正器6に供給する。その結果傾き修
正器6のモータMが駆動され、減速装置61を介してね
じ棒62を所定量だけ回転させ第3図に二点鎖線で示す
ように揺動バー41dを傾斜させる。このようにして前
基準部の水準を後基準部の水準に合わせる。換言すれば
、前基準装置41における揺動バー41dは後基準装置
42における台車42cと平行にされる。しかし、その
結果前基準部における基準側基準点41kが傾き修正器
6の作動前の位置P1から位置P2に変動してしまうた
めに、この基準点41kの狂いを修正するために水準器
Aの出力aを係数乗算器16に供給して必要な係数kを
乗算した後その出力を上下調整器7に供給する。上下調
整器7は係数乗算器16の出力に応じて上下動装置7d
,7eを介して棒8a,8bを同時に同量だけ下方に移
動させるので連結バー41jは平行状態を維持しながら
降下し基準点41kが位置P2からP1まで降下して停
止する。こうして、傾き修正器6による基準側基準点4
1kの狂いいは修正される。係数乗算器16は、揺動バ
ー41dの傾きにより生ずる基準側基準点41kの狂い
を修正するために、連結バー41jの長さLと両基準点
41k,41k″間の距離1との比率で決定される係数
K=l/Lを入力に乗算して出力するものである。一例
として、1=112・Lとす.ればK=112となり、
上下調整器7による連結バー41jの下降量は水準器A
の出力aの1′2となる。次に、後基準部の水準器Bの
出力bを比較器18においてカント量設定器17による
設定カント量Cと比較しその和または差に相当する出力
を.基準切り換えスイッチ19により予め選択された反
基準側フイーラ修正器12bに供給してフイーラ13b
を所定量だけ修正する。平坦部ではカント設定量Cは零
として入力される。なお、基準側のフイーラ修正器12
aは検測に先立つて調整さ−れた零位置にそのまま保持
される。上記フイーラの修正作業は軌道整正機の枕木間
移動停止直後に行なわれるので整正時にはフイーラはす
でに所定位置に修正されている。このようにしてフイー
ラの修正が行なわれた後レベリング装置によりレベリン
グ整正が行なわれる。
Levels A and B are configured to extract the height difference between the left and right rails as a function of the angle that the straight line connecting both rails makes with respect to the horizontal plane, that is, the inclination angle, and for convenience, the output is called A.
, b. Now, with the rail 5a as the reference side, the level a of the front reference part from the level A and the level b of the rear reference part from the level B are compared by the comparator 15, and the output corresponding to the difference between the two levels is calculated as the slope. It is supplied to the corrector 6. As a result, the motor M of the tilt corrector 6 is driven, and the threaded rod 62 is rotated by a predetermined amount via the speed reduction device 61, thereby tilting the swing bar 41d as shown by the two-dot chain line in FIG. In this way, the level of the front reference part is adjusted to the level of the rear reference part. In other words, the swing bar 41d in the front reference device 41 is made parallel to the cart 42c in the rear reference device 42. However, as a result, the reference side reference point 41k in the front reference part changes from the position P1 before the operation of the tilt corrector 6 to the position P2. The output a is supplied to the coefficient multiplier 16 and multiplied by a necessary coefficient k, and then the output is supplied to the vertical adjuster 7. The vertical adjuster 7 adjusts the vertical movement device 7d according to the output of the coefficient multiplier 16.
, 7e, the rods 8a and 8b are simultaneously moved downward by the same amount, so that the connecting bar 41j descends while maintaining a parallel state, and the reference point 41k descends from position P2 to P1 and stops. In this way, the reference side reference point 4 by the tilt corrector 6
The 1k error will be corrected. The coefficient multiplier 16 adjusts the ratio of the length L of the connecting bar 41j to the distance 1 between the two reference points 41k and 41k'' in order to correct the deviation of the reference side reference point 41k caused by the inclination of the swing bar 41d. It multiplies the input by the determined coefficient K=l/L and outputs the result.As an example, if 1=112・L, then K=112,
The amount by which the connecting bar 41j is lowered by the vertical adjuster 7 is determined by the level A.
The output a is 1'2. Next, the output b of the level B of the rear reference section is compared with the cant amount C set by the cant amount setting device 17 in the comparator 18, and an output corresponding to the sum or difference is obtained. The feeler 13b is supplied to the anti-reference side feeler corrector 12b selected in advance by the reference changeover switch 19.
is corrected by a predetermined amount. In the flat area, the cant setting amount C is input as zero. In addition, the feeler corrector 12 on the reference side
a is held at the zero position that was adjusted prior to the measurement. Since the above-mentioned feeler correction work is performed immediately after the track straightening machine stops moving between the sleepers, the feeler has already been corrected to a predetermined position at the time of straightening. After the filler has been corrected in this manner, leveling correction is performed by the leveling device.

軌道整正機を修正位置に停止させた後持ち上げ装置2に
よりレール5a,5bを持ち上げ、フイーラ13a,1
3bがそれぞれ基準ワイヤ10a,10bから離れた瞬
間に「レベリング0K」の信号が出されレール持ち上げ
作業を停止する。なお持ち上げ動作は左右レール独立し
て行なわれるが、フイーラ修正作業は軌道整正機の枕木
間移j動停止直後に行なわれ整正時にはフイーラはすで
に所定位置に修正されているので、左右レールの持ち上
げ作業に遅れはない。上で説明した実施例では基準線と
して基準ワイヤがまた基準線惑知手段としてフイーラが
使用さ−れているが、これらに代えて前基準部に光源を
設けこの光源から放出される光線により基準線を形成し
、後基準部に設けた受光器と検出部に設けたスリツター
とで基準線惑知手段を構成することもできる。
After stopping the track straightening machine at the correction position, the lifting device 2 lifts the rails 5a, 5b, and the feelers 13a, 1
3b separates from the reference wires 10a and 10b, respectively, a "leveling 0K" signal is issued and the rail lifting work is stopped. The lifting operation is performed independently for the left and right rails, but the feeler correction work is performed immediately after the track straightening machine stops moving between the sleepers, and the feeler has already been corrected to the specified position at the time of straightening, so the feeler correction work is performed for the left and right rails independently. There is no delay in lifting operations. In the embodiment described above, a reference wire is used as the reference line and a feeler is used as the reference line detection means, but instead of these, a light source is provided in the front reference part and the light beam emitted from this light source is used to detect the reference wire. It is also possible to form a reference line detection means by forming a line and comprising a light receiver provided in the rear reference part and a slitter provided in the detection part.

また、前基準装置または後基準装置は軌道整正機上でな
く軌道整正機と一定の位置関係を有しかつタンピング作
業の影響を受けない位置に定めることができる。
Further, the front reference device or the rear reference device can be located not on the track straightening machine but at a position that has a fixed positional relationship with the track straightening machine and is not affected by the tamping operation.

さらに、前基準部においては、基準点とレールとの横方
向誤差が後基準部や検出部における誤差に比べて小さい
ので実施例においては前基準装置に横方向修正装置を設
けないが、設けてもよいことはもちろんである。以上説
明したように、本発明による検測装置を備えたレベリン
グ装置にあつては、水準器がタンピング装置の影響を受
けない前基準部および後基準部に配置されているのでタ
ンピング装置による振動の影響は殆んどなく、検出水準
は安定し、検出精度が向上し、かつ構造が著しく簡単に
なる。
Furthermore, in the front reference section, the lateral error between the reference point and the rail is smaller than the error in the rear reference section or the detection section, so in this embodiment, the front reference device is not provided with a lateral correction device. Of course it's a good thing. As explained above, in the leveling device equipped with the measuring device according to the present invention, since the leveling device is placed in the front reference part and the rear reference part which are not affected by the tamping device, vibrations caused by the tamping device can be avoided. There is almost no effect, the detection level is stable, the detection accuracy is improved, and the structure is significantly simplified.

さらに有利なことは、検測装置として当然に具備してい
る高低検出用の基準線をそのまま水準検出に使用できる
ことである。本発明の検測方法においては、検出水準の
算出に電気的な演算回路を使用するので、正確な結果が
迅速に得られる等の効果が大である。
A further advantage is that the standard line for height detection, which is naturally provided in the measuring device, can be used as is for level detection. The measuring method of the present invention uses an electrical arithmetic circuit to calculate the detection level, so it has great effects such as being able to quickly obtain accurate results.

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

第1図は軌道整正機に本発明に係るレベリング検測装置
の一実施例を装架した概略配置図、第2図は本発明のレ
ベリング検測装置の一実施例の概略斜視図、第3図は本
発明によるレベリング検測方法を説明するための図、第
4図はレベリング作業の要部を示すブロック線図である
。 1・・・・・・軌道整正機、4・・・・・ルベリング検
測装置、5a,5b・・・・・ルール、6・・・・・・
傾き修正器、7・・・・・上下調整器、10a,10b
・・・・・・基準ワイヤ、12a,12b・・・・フイ
ーラ修正器、13a,13b・・・・・・フイーラ、1
4・・・・フイーラ水平器、41・・・・・・前基準装
置、41h,41h″,42k,42k″・・・・・・
基準点、42・・・・・・後基準装置、43・・・・・
・検出装置、A,B・・・・・・水準器、42g,43
h・・・・・・横方向修正装置、15,18・・・・・
比較器、16・・・・・係数乗算器、17・・・・・・
カント量設定器。
FIG. 1 is a schematic layout diagram of an embodiment of the leveling inspection device according to the present invention mounted on a track straightening machine, FIG. 2 is a schematic perspective view of an embodiment of the leveling inspection device of the present invention, and FIG. FIG. 3 is a diagram for explaining the leveling inspection method according to the present invention, and FIG. 4 is a block diagram showing the main parts of the leveling work. 1...Track adjustment machine, 4...Levelling inspection device, 5a, 5b...Rules, 6...
Tilt corrector, 7...Vertical adjuster, 10a, 10b
...Reference wire, 12a, 12b...Feeler corrector, 13a, 13b...Feeler, 1
4... Feeler level, 41... Front reference device, 41h, 41h'', 42k, 42k''...
Reference point, 42... Rear reference device, 43...
・Detection device, A, B... Level, 42g, 43
h... Lateral correction device, 15, 18...
Comparator, 16...Coefficient multiplier, 17...
Cant amount setting device.

Claims (1)

【特許請求の範囲】 1 軌道整正機の前部に前基準部を後部に後基準部を設
け、前記前基準部と後基準部間に基準線を形成し、前記
前基準部における水準を前記後基準部における水準に一
致せしめ、その結果生じた基準側レール上方の基準線の
高さ誤差を修正し、後基準部における水準と所定カント
量に基づいて前記前基準部と後基準部との間に設けられ
た前記感知手段の反基準側レール上方の基準線に対する
位置を修正することを特徴とするレベリング検測方法。 2 軌道整正機の前部に前基準部を後部に後基準部を設
け、前記前基準部と後基準部間に基準線を形成し、前記
前基準部に第1の水準器を前記後基準部に第2の水準器
を載置し、前記第1および第2の水準器の出力差に応答
して前記前基準部の水準を前記後基準部の水準に一致さ
せるための傾き修正器と、該傾き修正器により基準側レ
ール上方の基準線に生じる高さ誤差を修正するための上
下調整器と、前記第2の水準器と所定カント量に応答し
て反基準側レール上方の基準線に対する前記感知手段の
位置を修正する修正器とを有することを特徴とする軌道
整正機のレベリング検測装置。
[Claims] 1. A front reference part is provided at the front part of the track straightening machine, and a rear reference part is provided at the rear part, a reference line is formed between the front reference part and the rear reference part, and the level at the front reference part is set. The height error of the reference line above the reference side rail is corrected to match the level at the rear reference part, and the front reference part and the rear reference part are adjusted based on the level at the rear reference part and a predetermined cant amount. A leveling inspection method characterized by correcting the position of the sensing means provided between the reference lines above the anti-reference side rail. 2 A front reference part is provided at the front part of the track straightening machine and a rear reference part is provided at the rear part, a reference line is formed between the front reference part and the rear reference part, and a first spirit level is attached to the front reference part. a tilt corrector for placing a second level on the reference section and adjusting the level of the front reference section to match the level of the rear reference section in response to the difference in output between the first and second level instruments; a vertical adjuster for correcting a height error caused in the reference line above the reference side rail by the inclination corrector; A leveling inspection device for a track straightening machine, comprising a corrector for correcting the position of the sensing means with respect to the line.
JP12302179A 1979-09-25 1979-09-25 Track alignment machine leveling inspection method and leveling device Expired JPS6057005B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12302179A JPS6057005B2 (en) 1979-09-25 1979-09-25 Track alignment machine leveling inspection method and leveling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12302179A JPS6057005B2 (en) 1979-09-25 1979-09-25 Track alignment machine leveling inspection method and leveling device

Publications (2)

Publication Number Publication Date
JPS5646414A JPS5646414A (en) 1981-04-27
JPS6057005B2 true JPS6057005B2 (en) 1985-12-12

Family

ID=14850254

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12302179A Expired JPS6057005B2 (en) 1979-09-25 1979-09-25 Track alignment machine leveling inspection method and leveling device

Country Status (1)

Country Link
JP (1) JPS6057005B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH643619A5 (en) * 1981-09-25 1984-06-15 Sig Schweiz Industrieges RAILWAY SITE MACHINE.
JPS58207403A (en) * 1982-05-28 1983-12-02 芝浦メカトロニクス株式会社 Level correcting apparatus of track correcting machine

Also Published As

Publication number Publication date
JPS5646414A (en) 1981-04-27

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