JP2010203212A - Rail overturn preventing device - Google Patents

Rail overturn preventing device Download PDF

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JP2010203212A
JP2010203212A JP2009053227A JP2009053227A JP2010203212A JP 2010203212 A JP2010203212 A JP 2010203212A JP 2009053227 A JP2009053227 A JP 2009053227A JP 2009053227 A JP2009053227 A JP 2009053227A JP 2010203212 A JP2010203212 A JP 2010203212A
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rail
pressure receiving
sleeper
holding hole
support piece
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JP2009053227A
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JP5225897B2 (en
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Seiji Hosokawa
誠二 細川
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Hosen Kiki Seibi KK
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Hosen Kiki Seibi KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rail overturn preventing device, capable of preventing, in rail tightening operation for setting change of a rail, overturn of the rail without damage on the rail in response to the longitudinal or vertical movement of the rail. <P>SOLUTION: A support piece 2 is raised on a base frame 1 detachably fixed to a sleeper b, and a pressure receiving beam 5 for receiving the load of the rail R is assembled to a cylinder 3 transversely laid on the upper end of the support piece 2. A holding hole 16 having a spherical deep wall 16a is provided at the leading end of the beam 5, and a spherical body 4 which rolls in contact with a side surface Ra of the rail R is rotatably held by the holding hole 16. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、枕木に着脱自在に止着する(直接又は間接的に)台枠に、支持部片を立設し、該支持部片の上端に横設した筒体に、受圧杆を組付け、該受圧杆の先端に、前記枕木上のレールの側面に接する転子を設けて、レール設定替操作時にレール転倒方向の荷重を受けるようにしてレールの転倒を防ぐようにしたレール転倒防止器に関するものである。   In the present invention, a support piece is erected on a frame that is detachably fastened to a sleeper (directly or indirectly), and a pressure receiving rod is assembled to a cylindrical body that is laid horizontally on the upper end of the support piece. The rail overturn preventer is provided with a trochanter in contact with the side surface of the rail on the sleeper at the tip of the pressure receiving rod so as to prevent the rail from overturning by receiving a load in the rail overturning direction during the rail setting change operation. It is about.

前記構成の転倒防止器は、レールの設定替に際し、緊張器による緊張によってレールが転倒するのを防止するため、レールの長手方向の適所(殊にレールの曲部近傍)に固定的に配置し、転子であるローラ(転動輪)をレール側面に当接させてレール転倒方向の荷重を受けると共に、緊張操作によるレールの長手方向の移動に対処するようにしている(例えば、特許文献1)。   The fall prevention device having the above-described configuration is fixedly disposed at an appropriate position in the longitudinal direction of the rail (especially in the vicinity of the curved portion of the rail) in order to prevent the rail from falling due to the tension of the tensioner when the rail is changed. A roller (rolling wheel), which is a trochanter, is brought into contact with the side surface of the rail to receive a load in the rail overturning direction, and copes with a movement in the longitudinal direction of the rail due to a tension operation (for example, Patent Document 1). .

特許第2754425号公報Japanese Patent No. 2754425

前記従来構造のものは、緊張器の緊張操作によって、レールが長手方向に移動(延び)するときは問題ないが、前記の緊張操作時に、レールに対して上下方向(高さ方向)の力が負荷される場合、軸回転するローラに対して回転方向に対して交差する方向の外力が負荷され、その結果、レールの転倒を防ぐには問題がないとしても、ローラの踏面がレールの側面をこすり、レールに対して多大な損傷を与えることがある。   The conventional structure has no problem when the rail moves (extends) in the longitudinal direction due to the tensioning operation of the tensioner. However, when the tensioning operation is performed, a force in the vertical direction (height direction) is applied to the rail. When a load is applied, an external force in a direction crossing the rotation direction is applied to the roller that rotates on the shaft. Scraping and damage to the rails may occur.

本発明は、斯様な常況に着目し、レールの設定替のレール緊張操作時に、レールの長手方向や上下方向の動きに対処して、レールの転倒を防ぐことは勿論、レールに損傷を与えることのないレール転倒防止器を提供すべく創案したものである。   The present invention pays attention to such a normal situation and copes with the movement of the rail in the longitudinal direction and the vertical direction during the rail tensioning operation for changing the setting of the rail to prevent the rail from overturning, as well as damaging the rail. It was invented to provide a rail fall-prevention device that would not be given.

枕木に着脱自在に止着する台枠に支持部片を立設し、該支持部片の上端に横設した筒体に、レールの荷重を受ける受圧杆を組付け、該受圧杆の先端に、前記枕木上のレールの側面に接して転動する受圧子を保持させ、該受圧子を球体で構成したことを基本的手段とし、この基本的手段に、球体の保持手段としては、具体的に前記受圧杆の先端に、球面状の奥壁を備えた保持穴を設け、該保持穴に球体を、一部を突出させて転動自在に保持させる、具体的な保持手段を付加することにより、球体が円滑に転動するようにしてレールの側面を損傷させることのない、レール転倒防止器を提供できるのである。   A support piece is erected on a frame that is detachably fixed to a sleeper, and a pressure receiving rod that receives the load of the rail is assembled to a cylindrical body that is laid horizontally on the upper end of the support piece, and is attached to the tip of the pressure receiving rod. The pressure receiving element that rolls in contact with the side surface of the rail on the sleeper is held, and the pressure receiving element is constituted by a sphere, and the basic means includes a sphere holding means, A holding hole having a spherical inner wall is provided at the tip of the pressure receiving rod, and a specific holding means is provided to hold the sphere in a freely protruding manner in the holding hole. Thus, it is possible to provide a rail overturn preventer that does not damage the side surface of the rail so that the sphere can roll smoothly.

本発明によれば、緊張器による緊張に伴って、レールが、長手(横)方向や高さ(縦)方向いずれの方向に移動しても、該レールの荷重を受けて球体は転動し、従って、レールの受圧子である球体の接触による損傷をすることなく、レールの転倒を防ぐことができる。   According to the present invention, the sphere rolls in response to the load of the rail regardless of whether the rail moves in the longitudinal (lateral) direction or the height (vertical) direction along with the tension by the tensioner. Therefore, it is possible to prevent the rail from falling over without being damaged by the contact of the spherical body which is the pressure receiver of the rail.

また、球体は、球面状の奥壁を備えた保持穴に保持されるものであるから、レールの圧接に対応して球体は円滑に転動し、レールの緊張操作を支障なく行うことができる。   Also, since the sphere is held in a holding hole having a spherical back wall, the sphere can smoothly roll in response to the pressure contact of the rail, and the tensioning operation of the rail can be performed without any trouble. .

一部欠截側面図。Partially missing side view. 図1の一部欠截平面図。FIG. 2 is a partially cutaway plan view of FIG. 1. 受圧杆の斜視図。The perspective view of a pressure receiving rod. 受圧杆の一部拡大断面図。The partial expanded sectional view of a receiving pressure rod. レールに装置した状態の平面図。The top view of the state installed in the rail.

図面は本発明に係るレール転倒防止器の一実施例を示し、図示Aは転倒防止器で、転倒防止器Aは、上部片1aの両側に脚部片1b,1bを相対設した台枠1の上部片1aに支持部片2を立設し、該支持部片2の上端に横設した筒体3に、先端にレールRの側(腹)面Raに接する球体4を転動自在に保持した受圧杆5を組付け、この受圧杆5を、前記筒体3に設けたナット材3a螺合した締付けボルト7で押圧して、前記球体4の前記側面Raに対する接触状態を保持し、その荷重を受けるようにしたものである。   The drawings show an embodiment of a rail overturn preventer according to the present invention, in which A is an overturn preventer, and the overturn preventer A is a frame 1 in which leg pieces 1b and 1b are provided on both sides of an upper piece 1a. A support piece 2 is erected on the upper piece 1a, and a sphere 4 that is in contact with the side (belly) surface Ra of the rail R at the tip is rollable on a cylindrical body 3 that is horizontally provided at the upper end of the support piece 2. The held pressure receiving rod 5 is assembled, and the pressure receiving rod 5 is pressed with a tightening bolt 7 screwed with a nut member 3a provided on the cylindrical body 3, so that the contact state with respect to the side surface Ra of the spherical body 4 is maintained. It is designed to receive the load.

そして、台枠1の脚部片1b,1bの下縁に設けた上下の段部8,8´の何れかを、枕木(PC枕木)bに設けた受部9又は9´で受止め、係止させ(段部8,8´は、そのいずれかが枕木bに設けた受部9又は9´に係止するように脚部片1bの下縁に設けてある)、台枠1の上部片1aの中央先端部に設けた切欠10に固定ボルト11を上方から挿通させて枕木bに設けたボルト穴20に螺合、締付けて台枠1を枕木bに固定し、該台枠1の上に横設した筒体3に先端側から嵌挿した受圧杆5の後端に、筒体3の後端側に螺合した調整ボルト7の先端を接触させ、該調整ボルト7の締付けで受圧杆5の先端に設けた球体4を前進させて、球体4をレール側面Raに接触させて、受止め状態位置を設定し(設定位置は、筒体3に半径方向に螺合し、先端が受圧杆5の側面に軸線方向に沿わせて相対して凹設し、しかも、後端の周溝12bによって互いに連通する案内溝12a,12aの一方に係合させた締付けねじ22の締付けによって維持される)、レールRの所謂小返りを防止するものである。   Then, any one of the upper and lower step portions 8, 8 ′ provided at the lower edges of the leg pieces 1b, 1b of the underframe 1 is received by the receiving portion 9 or 9 ′ provided in the sleeper (PC sleeper) b, The step (8, 8 'is provided on the lower edge of the leg piece 1b so that one of them is locked to the receiving part 9 or 9' provided on the sleeper b). A fixing bolt 11 is inserted from above into a notch 10 provided at the center front end of the upper piece 1a, screwed into a bolt hole 20 provided in the sleeper b, and tightened to fix the frame 1 to the sleeper b. The tip of the adjustment bolt 7 screwed to the rear end side of the cylinder 3 is brought into contact with the rear end of the pressure receiving rod 5 fitted to the cylinder 3 laid horizontally from the front end side, and the adjustment bolt 7 is tightened. Then, the sphere 4 provided at the tip of the pressure receiving rod 5 is advanced, and the sphere 4 is brought into contact with the rail side surface Ra to set the receiving state position (the set position is screwed in the cylinder 3 in the radial direction). The front end of the pressure receiving rod 5 is recessed relative to the side surface in the axial direction, and the tightening screw 22 is engaged with one of the guide grooves 12a and 12a communicating with each other by the peripheral groove 12b at the rear end. So as to prevent so-called small turning of the rail R).

前記受圧杆5は、前記溝12a,12bを設けた杆主体13Aの先端に偏心板14を設け、該偏心板14に、前記杆主体13Aと偏心させた保持杆15を備えて成り、保持杆15の先端に、奥壁16aを球面状とした保持穴16を設け、該保持穴16に前記球体4を、その一部が保持穴16より突出するように転動自在に嵌合し、保持穴16の開口端側の内壁に設けた周溝17に第一リング18を嵌着して保持穴16からの離脱を防ぐようにして保持させてある(この保持手段は実施例の構造に限定する必要はなく、要は、保持杆の先端に一部が突出するように転動自在に球体4を保持させてあれば良い)。   The pressure receiving rod 5 is provided with an eccentric plate 14 at the tip of a rod main body 13A provided with the grooves 12a and 12b, and the eccentric plate 14 is provided with a holding rod 15 eccentric with the rod main body 13A. 15 is provided with a holding hole 16 having a back wall 16a having a spherical shape, and the spherical body 4 is fitted to the holding hole 16 so as to be able to roll so that a part thereof protrudes from the holding hole 16. A first ring 18 is fitted in a circumferential groove 17 provided on the inner wall of the opening end side of the hole 16 so as to be prevented from being detached from the holding hole 16 (this holding means is limited to the structure of the embodiment). There is no need to do so, and what is necessary is that the sphere 4 is held so that it can roll so that a part protrudes from the tip of the holding rod).

球体4を保持した保持杆15を杆主体13Aに対して偏心させてあるのは、杆主体13Aの先端に設けた偏心板14に突設した保持杆15の先端の球体4を、レールRの種類(実施例の場合は50kgNと60kgレールのいずれか)に対応して適合する位置となるように、筒体3内で案内溝12a及び周溝12bを利用して受圧杆5を反転させて球体4位置を選択するようにしたもので、要は一種類のレール転倒防止器で高さの異なる50kgNと60kgレールのいずれにも適用して当該レールの転倒防止を行える構造のものを得るためである(この点は公知)。   The holding rod 15 holding the sphere 4 is eccentric with respect to the rod main body 13A because the ball 4 at the tip of the holding rod 15 protruding from the eccentric plate 14 provided at the tip of the rod main body 13A is attached to the rail R. The pressure receiving rod 5 is inverted in the cylindrical body 3 using the guide groove 12a and the circumferential groove 12b so as to correspond to the type (in the case of the embodiment, either 50 kgN or 60 kg rail). In order to obtain a structure that can prevent the rail from falling by applying one of the rail fall-prevention devices to the 50kgN and 60kg rails with different heights. (This point is publicly known).

もっとも、本発明の実施に当っては50kgNや60kgレールに限らず、球体を他の種のレールに対応できるように配して当該他の種のレールに適用するようにしても不都合がないことは勿論である。   However, in implementing the present invention, it is not limited to 50 kgN and 60 kg rails, and there is no inconvenience even if a sphere is arranged so as to be compatible with other types of rails and applied to the other types of rails. Of course.

1 台枠
2 支持部片
3 筒体
4 球体
5 受圧杆
16 保持穴
16a 奥壁
b 枕木
R レール
Ra レール側面
1 Base frame 2 Supporting piece 3 Cylinder 4 Sphere 5 Pressure receiving rod 16 Holding hole 16a Back wall b Sleeper R Rail Ra Rail side

Claims (2)

枕木に着脱自在に止着する台枠に支持部片を立設し、該支持部片の上端に横設した筒体に、レールの荷重を受ける受圧杆を組付け、該受圧杆の先端に、前記枕木上のレールの側面に接して転動する受圧子を備えて成り、前記受圧子を球体で構成した、レール転倒防止器。   A support piece is erected on a frame that is detachably fixed to a sleeper, and a pressure receiving rod that receives the load of the rail is assembled to a cylindrical body that is laid horizontally on the upper end of the support piece, and is attached to the tip of the pressure receiving rod. A rail overturn preventer comprising a pressure receiver that rolls in contact with a side surface of the rail on the sleeper, and the pressure receiver is formed of a spherical body. 受圧杆の先端に、球面状の奥壁を備えた保持穴を設け、該保持穴に球体を転動自在に保持させた、請求項1記載のレール転倒防止器。   The rail overturn preventer according to claim 1, wherein a holding hole having a spherical inner wall is provided at a tip of the pressure receiving rod, and a sphere is rotatably held in the holding hole.
JP2009053227A 2009-03-06 2009-03-06 Rail fall prevention device Expired - Fee Related JP5225897B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590289A (en) * 2013-11-26 2014-02-19 中铁二十局集团第五工程有限公司 Epoxy plaster repaired bridge crane constructing structure and constructing method
JP2015030997A (en) * 2013-07-31 2015-02-16 株式会社山田精密製作所 Rail temporary placing base
JP2015083738A (en) * 2013-10-25 2015-04-30 保線機器整備株式会社 Rail fall prevention device
JP2017206955A (en) * 2017-07-31 2017-11-24 株式会社山田精密製作所 Rail temporary placing base
CN110777576A (en) * 2019-11-12 2020-02-11 苏州路云机电设备有限公司 Anti-inversion steel rail carrier

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0583449U (en) * 1992-03-19 1993-11-12 サピン・アマダ・ソチエタ・ペル・アツィオーニ Load bearing balls
JPH08302604A (en) * 1995-05-01 1996-11-19 Seiji Hosokawa Rail tumble preventing device
JPH09105102A (en) * 1995-10-12 1997-04-22 Masanori Munakata Ball receive device of tongue rail in point of rail roard track

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0583449U (en) * 1992-03-19 1993-11-12 サピン・アマダ・ソチエタ・ペル・アツィオーニ Load bearing balls
JPH08302604A (en) * 1995-05-01 1996-11-19 Seiji Hosokawa Rail tumble preventing device
JPH09105102A (en) * 1995-10-12 1997-04-22 Masanori Munakata Ball receive device of tongue rail in point of rail roard track

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015030997A (en) * 2013-07-31 2015-02-16 株式会社山田精密製作所 Rail temporary placing base
JP2015083738A (en) * 2013-10-25 2015-04-30 保線機器整備株式会社 Rail fall prevention device
CN103590289A (en) * 2013-11-26 2014-02-19 中铁二十局集团第五工程有限公司 Epoxy plaster repaired bridge crane constructing structure and constructing method
CN103590289B (en) * 2013-11-26 2016-03-02 中铁二十局集团第五工程有限公司 Epoxy mortar repairs bridge crane track construction structure and construction method
JP2017206955A (en) * 2017-07-31 2017-11-24 株式会社山田精密製作所 Rail temporary placing base
CN110777576A (en) * 2019-11-12 2020-02-11 苏州路云机电设备有限公司 Anti-inversion steel rail carrier

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