JPS6088701A - Detection of rail height error - Google Patents
Detection of rail height errorInfo
- Publication number
- JPS6088701A JPS6088701A JP19666683A JP19666683A JPS6088701A JP S6088701 A JPS6088701 A JP S6088701A JP 19666683 A JP19666683 A JP 19666683A JP 19666683 A JP19666683 A JP 19666683A JP S6088701 A JPS6088701 A JP S6088701A
- Authority
- JP
- Japan
- Prior art keywords
- rail
- ground
- height error
- rail height
- detection
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
木莞明は鉄道のレールの所定１ｉさに対する上下方向の
誤差を検出するだめのレール高さ誤差検出方決に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION Mu Guanming relates to a rail height error detection method for detecting an error in the vertical direction with respect to a predetermined height of a railway rail.
例えば、既設のレールの下方の地＜１？、：甲にパイグ
ーを置火ニー１＞する場合、その工事区間部分において
）；じめレール面下の地盤を薬液ｒ１人等によって硬化
きせなければならない。その場合注入き、れた桑１侠の
１．１″により地盤がふくらみし１−ル汐；上′ｆｔシ
たり、或いは地４佐が沈下してレールが下降したりする
こ七がある。例えば薬液注入後、ある一定時同経ｊ６）
したときの上昇又は下降分から最終」二昇分又は最終下
降分を経Ｎ【から予−測できる゛。従来では前記薦゛液
注入凌、ある一定時間経過後におけるレールＦさをレベ
ルで測定していたが、その出合レベル読みとスクンフ持
ちの２人が必要で、人件費が高くついていた。For example, the ground below the existing rail <1? , : When setting fire to the instep, the ground under the rail surface must be hardened by one person or the like in the construction section). In that case, the ground may swell due to the 1.1" of mulberry that is poured and the ground may swell by 1' feet, or the ground may sink and the rail may descend. For example, after injecting a drug solution, a certain period of time j6)
The final rise or fall can be predicted from the rise or fall at the time of the change. Conventionally, the rail strength after a certain period of time has been measured by the level after the recommended liquid is injected, but this requires two people who can read the level and have a scunf, resulting in high labor costs.
木４ｆｉ ｌｌ’ｌ Ｖｉ所かる問題に対処すべく為さ
れたもので、憔めで１〜車な方法でしかも１人の作宸０
でレール・（４さの誤差検出を行なえるようにすること
をｒ４１’ｒ；’Ｉとするものである。It was created in order to deal with a certain problem, and it was done in a simple way and by one person.
It is set as r41'r;'I to enable the error detection of the rail (4).
以下ζ本発明をす施の一例を示す図面に基ついて＋’Ｎ
’ＪＩする。１ソ１に訃いて−１）はンｌ（，１ンされ
たｌｋ 道のレールで、（２１はその下側から受ける枕
木であり、仁の枕木（２２は、レール長さ方向適当間隔
おきに位１１ｑシ、上面がバラスト（３）から４出する
ようにパラスト（３）によって受けられている。尚パラ
スト（３）の下方にけ地盤が存在する。The following is based on the drawings showing an example of the implementation of the present invention.
'JI. 1 So 1 - 1) is a road rail that has been installed, (21 is a sleeper that is received from the underside of the road rail, and (22 is a sleeper that is placed at appropriate intervals along the length of the rail) At position 11q, the upper surface is supported by the paralast (3) so that it protrudes from the ballast (3).There is also ground below the paralast (3).
このようにレール１１１が吹設された箇所において、レ
ール（１）の下方の地盤中に例えばパイプ等を圧入工事
する場合、その工事区間のレール直下の地Ｊ′Ｎ中を予
じめ薬液注入等によって硬化させるの菩あるが、その場
合注入された？侭液の川によって地盤がふくらみレール
Ｉｌｌが上昇したり或いは地盤が沈下してレール＋１１
が下降したりすることがある。このようなレールｉｌｌ
の上下動変化が大きければ以後の列車屯行が欣険であり
、このｔ下＋１ｉｌｊ ｆ化を検出して地盤を裔正しな
ければな、らない。このレール（１１の土下蛸変化は最
終の変化状晦を見なくて、もある一定時間経過時の状ｊ
島を見れば経嘩から予測できる。従って本発明では＋ｉ
ｆＪ記薬液汗人されだ工９１区間にお・いて、２木のレ
ール…Ｉｌｌの内、一方のレールｉｌ＋に治って枕木（
２）の一端部上かでピアノ線等の導線（４）を・枝設し
、工事中にレールＩｌｌに大きな１痺が生じると思われ
る位置で枕木（２）の一端部上に金属歓のジヤツキ（５
）をセントする。ジヤツキ（５）け枕木（２）Ｌに固定
されるベース（６）と、このベース（６）に立設された
雄ねじ棒（７）と、この雄ねじ棒（７）に中心雌ねじ孔
（８）がり合するハンドル（９）とから１戊り、レール
Ｉ’ｌ＋が上注する可能性があると思われる場合はハン
ド／ｌ／ ＋９１を４ 礫＋４１よりも下に位置させる
。又ハンドル（９）はその長さ方向が導４（４）”の長
さ方向に刻して１Ｂ交する方向にｌｒｊ］き、’７％
４ ＋４）はハンドル（９）の中心を境にして外（ｌＩ
ｌｌＫ向（ｄｌｓ分（９ａ）の上方に位Ｄ”ｔするよう
にジヤツキ（５）をセントする。ｔｉｆ前記ハンドル１
４１１の中心を境にして外側に向く部分（９ａ）にはブ
ザーＸ１０）の一端リード總（ｌｏａ）が接わ′Ｌされ
、その上の・良塚（４）にはブザー（１０）の他端リー
ド線（１０ｂ）が）々航：され、薬液注入後ある一定時
間経過時に地盤のふくらみによりレール１１１が上ケ１
．すれば１ｊ「１記導線（４）とハンドルｔ９１とが接
１牧してブザー（ｌＯ）の回路が閉じブザー（ｌＯ）力
稍峙るようになっている。尚セントされるジヤツキ（ロ
）のハンドル（９）と４線＋４１とのｌ／ｉｌ隔け１］
０述のある一定時間経過時のレールｌ１ｌＯ上Ｍ分を予
測して決定されるもので、例えば３龍捏度とし、もしら
る一定時間経過時においてハンドル（＋＋）と導線（４
）が接触すれば、ｈ要約のレールＩ’ｌｌの上昇分がど
の位いであるかを予測でき、又ある一定時間経過時＾時
よりも速く、或いは遅くハンドル（９）と、４硯（４１
が接触した場合でも最終のレール（＋１の上昇分を予測
できる。When carrying out work such as press-fitting a pipe into the ground below the rail (1) at a location where the rail 111 has been sprayed in this way, a chemical solution must be injected into the ground J'N directly below the rail in the construction section in advance. There are Bodhisattvas that harden by such things, but in that case is it injected? The ground swells due to the river of liquid and the rail Ill rises, or the ground sinks and the rail rises to +11.
may go down. Rail ill like this
If the change in vertical movement is large, the subsequent train departure will be dangerous, and this change in t+1iljf must be detected and the ground must be corrected. This rail (11) does not look at the final state of change, but rather shows the state after a certain period of time has passed.
If you look at the island, you can predict it based on the history. Therefore, in the present invention +i
In section 91 of fJ medicinal liquid sweat, two wooden rails...Ill, one of the rails il+ healed and a sleeper (
2) Lay out a lead wire (4) such as a piano wire above one end, and place a metal wire above one end of the sleeper (2) at a position where a large paralysis is expected to occur on the rail during construction. Jack (5)
) to cents. A base (6) fixed to the jack (5) and sleeper (2) L, a male threaded rod (7) erected on this base (6), and a central female threaded hole (8) in this male threaded rod (7). If there is a possibility that the rail I'l+ may overflow, position the hand /l/+91 below the 4-gravel +41. In addition, the length direction of the handle (9) is cut in the length direction of the guide 4 (4)'', and the handle (9) is cut in the direction that intersects 1B, and the length direction is 7%.
4 +4) is outside (lI) with the center of the handle (9) as the border.
Center the jack (5) so that it is positioned D"t above the dls (9a).tif the handle 1
One end of the lead wire (loa) of the buzzer The end lead wire (10b) is moved from place to place, and after a certain period of time has elapsed after the injection of the chemical, the rail 111 is raised due to the swell of the ground.
．． Then, the conductor (4) and the handle t91 come into contact with each other and the circuit of the buzzer (lO) is closed, so that the buzzer (lO) is slightly opposed to each other. l/il distance 1 between the handle (9) and 4 wires + 41]
It is determined by predicting the M minutes on the rail l1lO after a certain period of time has elapsed.For example, if the degree is 3, and the certain period of time has elapsed, the handle (++) and the conductor (4
), it is possible to predict how much the rail I'll will rise in the h summary, and also to move the handle (9) and the 4 inkstone (41
Even if there is contact, the final rail (+1 increase) can be predicted.
ところで以上述べた゛犬施例ではレールＩＩ＋が土性す
る可能性があると患われる場合であるが、レール（１）
が下降する。ｆ飽性があると思われる場合はハンドル（
９）が４線（４）の上方に位置するようにセントしてお
けばよい。又ブザー（Ｉυ）の代りにランプ等の他の通
報手段を・用いても艮い。更に以上述べた天施例では既
設のレールの下方の地盤中にパイプ等を圧入工事する表
きに午じめ施工された栃液注入傾より生じる地り察の変
Ｉ切によるレールＩｌｌの上下１を検出する場合である
が、これに限らず、例えばレールのＩＶｒ設嘩の工事に
おけるレールの起伏状部を憾出する場合でも実施でさる
。By the way, in the dog example mentioned above, Rail II+ is a case where there is a possibility that it becomes earthy, but Rail (1)
descends. If you think that there is saturation, use the handle (
The cent should be placed so that 9) is located above the 4th line (4). It is also permissible to use other notification means such as a lamp instead of the buzzer (Iυ). Furthermore, in the above-mentioned example, when pipes, etc. were press-fitted into the ground below the existing rail, the rail Ill was raised and lowered due to the change in ground inspection caused by the injection slope of horse chestnut liquid. 1, but the present invention is not limited to this, and can also be carried out, for example, when detecting undulating parts of a rail during construction work for installing an IVr on a rail.
本発明レール高さ誤差検出方法は以上述べたように実ノ
旭し得るもので、極めて簡単な方法でしかも１人の作業
員でレールが所定高さに敷設さ牙］、ているかを、即ち
レール高さ誤差を検出しｈｆ１従来の）Ｊ法に比べて作
業能率が大幅に同上する。As described above, the rail height error detection method of the present invention can be implemented in practice, and is an extremely simple method that allows one worker to check whether the rail is laid at a predetermined height. The rail height error is detected and the work efficiency is significantly improved compared to the conventional (hf1) J method.
【図面の簡単な説明】
図面は本発明の実施の一例を示すもので、第１図は斜視
図、第２図は側面図、第３図１−を要１４鷺拡大図であ
る。
１１１・・・レール、（２）・・・枕木、（４）・・導
線、（５）・・ジヤツキ、（６）・・・ベース、（７）
・・・雄ねじ俸、（８）・・・帷ねじ孔、１９１− ハ
ンドル、ｔｌｌｌｌ−・・ブザー、（ｔｏａ）Ｏｏｂ）
−・リード線
化Ｉ４１１人 森 木 義 弘BRIEF DESCRIPTION OF THE DRAWINGS The drawings show an example of the implementation of the present invention, and FIG. 1 is a perspective view, FIG. 2 is a side view, and FIG. 3 is an enlarged view of 1-1. 111...Rail, (2)...Sleeper, (4)...Conductor, (5)...Jacket, (6)...Base, (7)
...Male thread, (8)... Threaded hole, 191- Handle, tllll-... Buzzer, (toa)Oob)
-・Lead wire conversion I411 people Yoshihiro Moriki
Claims (1)
環線と、前記レールを受ける枕木上に前記導線の上方又
は下方に位置するように配０きれた上下位置調節ｉ＋Ｊ
能な部材と、１ｆ１記醇線に一端リード線が接続され前
記部材に他端リード線が接続きれたグデー等の通報手段
を用い、前記レール高さが所定高さに対して上下方向に
誤差があるとき前記４線と前記部材とが接）畦して１１
ａα’、 ＋ｒｌｉ報手段全手段させレール高さの誤差
を検出することを時機とするレール高さ誤差検出方決。1 A ring wire fitted at a predetermined height along a rail in a predetermined direction, and a vertical position adjustment i+J arranged on a sleeper that receives the rail so that it is located above or below the conductor.
The rail height is vertically erroneous with respect to the predetermined height by using a reporting means such as a wire with one end of the lead wire connected to the 1f1 mark wire and the other end of the lead wire connected to the member. When the 4 wires and the member are in contact with each other, the ridge is 11
aα', +rli A rail height error detection method that uses all the reporting means to detect the rail height error.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19666683A JPS6088701A (en) | 1983-10-19 | 1983-10-19 | Detection of rail height error |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19666683A JPS6088701A (en) | 1983-10-19 | 1983-10-19 | Detection of rail height error |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6088701A true JPS6088701A (en) | 1985-05-18 |
| JPS64523B2 JPS64523B2 (en) | 1989-01-06 |
Family
ID=16361569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19666683A Granted JPS6088701A (en) | 1983-10-19 | 1983-10-19 | Detection of rail height error |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6088701A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777581A (en) * | 2019-10-15 | 2020-02-11 | 东莞理工学院 | Fastener shift automatic detection device for rail transit fault diagnosis and detection |
-
1983
- 1983-10-19 JP JP19666683A patent/JPS6088701A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777581A (en) * | 2019-10-15 | 2020-02-11 | 东莞理工学院 | Fastener shift automatic detection device for rail transit fault diagnosis and detection |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS64523B2 (en) | 1989-01-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3863900A (en) | Removable guard rail assembly and stanchion bracket therefor | |
| US4412407A (en) | Mounting arrangement for guard rail post | |
| US4404781A (en) | Mud-sill anchor | |
| CN104060541B (en) | A kind of little Hanging Basket and construction technology for installing intercepting drain thereof of sliding | |
| JPS6088701A (en) | Detection of rail height error | |
| CN108532939A (en) | Shear wall single side formwork method | |
| CN109594477A (en) | A kind of big bent cap strutting system construction technology of only pier | |
| CN202559703U (en) | Protective facility for movable scaffold | |
| US4439961A (en) | Leveling and locating device and method of using | |
| CA1205536A (en) | Grounding electrode for use in building construction | |
| CN107366229A (en) | Both a kind of construction method of wired transom pier bent cap | |
| US20020190248A1 (en) | Wrought fence addition to prevent dogs from digging under a modified fence | |
| CN210313252U (en) | Tower crane | |
| CN114182768A (en) | Pile foundation pile top concrete elevation detection device | |
| DE10234049A1 (en) | Hurricane protected house is supported on rams to lower into a prepared pit and with a sliding roof cover | |
| Sowden | Inspection and recording | |
| CN207419990U (en) | Simple fastener formula Steel Pipe Overhanging Scaffold | |
| GB2155523A (en) | Ballast-free railway track | |
| CN217325077U (en) | Railway gate-type pier inspection ladder | |
| CN110237538B (en) | Installation and construction method of large roller coaster | |
| ATE22953T1 (en) | WORK PLATFORM. | |
| CN215859174U (en) | Overhanging type discharging steel platform | |
| CN214034469U (en) | General formula construction stair safety protective guard | |
| CN219316360U (en) | Stair operation platform tool | |
| CN210421177U (en) | Underground cable wellhead safety cover device |