JPH04119802U - Rail lateral pressure reinforcement support device - Google Patents
Rail lateral pressure reinforcement support deviceInfo
- Publication number
- JPH04119802U JPH04119802U JP2301491U JP2301491U JPH04119802U JP H04119802 U JPH04119802 U JP H04119802U JP 2301491 U JP2301491 U JP 2301491U JP 2301491 U JP2301491 U JP 2301491U JP H04119802 U JPH04119802 U JP H04119802U
- Authority
- JP
- Japan
- Prior art keywords
- rail
- support rod
- lateral pressure
- track slab
- seat plate
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 title claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 238000010586 diagram Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
(57)【要約】
【目的】 従来のレール締結構造はそのままで施工で
き、列車速度の上昇に伴って増大するレール横圧力を補
強支持する。
【構成】 軌道スラブ板C上のレールE底部側縁に支持
桿Aの帯状基片1先端の係止鉤部2を係止するととも
に、前記帯状基片1の基端部に同基片1の長手方向軸線
と斜交して設けた凹条溝4と、座板Bの下面に設けた同
凹条溝4と平行する突隆条6とを可摺動的に嵌合し、前
記支持桿A及び座板Bの長孔3、5にボルトFを挿貫し
て軌道スラブ板C内に定着された埋込栓Dに螺着、緊締
する。
(57) [Summary] [Purpose] The conventional rail fastening structure can be constructed as is, and the rail lateral pressure that increases as train speed increases is reinforced and supported. [Structure] The locking hook part 2 at the tip of the band-shaped base piece 1 of the support rod A is locked to the bottom side edge of the rail E on the track slab plate C, and the base piece 1 is attached to the base end of the band-shaped base piece 1. A groove 4 provided obliquely to the longitudinal axis and a protrusion 6 parallel to the groove 4 provided on the lower surface of the seat plate B are slidably fitted to support the support. Bolts F are inserted into the long holes 3 and 5 of the rod A and the seat plate B, and screwed into the embedded plug D fixed in the track slab plate C and tightened.
Description
【0001】0001
本考案はレール横圧補強支持装置に係るものである。 The present invention relates to a rail lateral pressure reinforcement support device.
【0002】0002
従来のスラブ軌道におけるレール締結装置は、主としてタイプレートを使用し た締結装置が使用されている。 Conventional rail fastening devices for slab tracks mainly use tie plates. A fastening device is used.
【0003】0003
最近の車輛速度の上昇に伴なって、レール横圧が増加し、従来のレール締結装 置の横圧抵抗を増加する。 これに対処するためにタイプレートの構造を変更、交換することは容易でなく 、またレール締結用アンカー部を増設するにはスラブコンクリートの補修が必要 となる。 With the recent increase in vehicle speed, rail lateral pressure has increased and conventional rail fastening systems Increase the lateral force resistance of the position. It is not easy to change or replace the tie plate structure to deal with this. In addition, the concrete slab needs to be repaired to add more anchors for fastening the rails. becomes.
【0004】 本考案はこのような実情に鑑みて提案されたもので、その目的とする処は、従 来のレール締結装置の構造はそのままで、レール横圧の支持補強を図ることがで きる構造が簡単で施工性の優れたレール横圧補強支持装置を提供する点にある。0004 This invention was proposed in view of these circumstances, and its purpose is to While the structure of the conventional rail fastening device remains the same, support and reinforcement for rail lateral pressure can be achieved. The object of the present invention is to provide a rail lateral pressure reinforcement support device which has a simple structure and excellent workability.
【0005】[0005]
前記の目的を達成するは、本考案に係るレール横圧補強支持装置は、帯状基片 の先端部には係止鉤部が形成され、基端部には長孔と基片の長手方向軸線に斜交 する凹条溝が配設された支持桿における前記係止鉤部を、軌道スラブ板上のレー ル底部側縁に係止するとともに、前記基端凹条溝に長孔を有する座板の下面に突 設され、且つ同凹条溝と平行する突隆条を可摺動的に嵌合し、同座板及び前記支 持桿の各長孔に貫通したボルトを、前記軌道スラブ板のモルタル充填孔内に定着 された埋込栓に螺着、緊締して構成されている。 In order to achieve the above object, the rail lateral pressure reinforcement support device according to the present invention has a strip base piece. A locking hook is formed at the distal end, and a long hole and an oblique hole at the base end are formed at an angle to the longitudinal axis of the base piece. The locking hook part of the support rod in which the concave groove is arranged is placed on the rail on the track slab plate. At the same time as locking on the side edge of the bottom of the base plate, it protrudes from the bottom surface of the seat plate having a long hole in the base end groove. The seat plate and the support are slidably fitted with protruding lines parallel to the concave grooves. The bolts passed through each long hole of the holding rod are fixed in the mortar filling holes of the track slab plate. It is constructed by screwing and tightening the built-in plug.
【0006】[0006]
本考案は前記したように構成されているので、レール横圧は、同レールの底部 側縁に先端係止鉤部を介して係止された支持桿を介して、同支持桿の凹条溝に嵌 合された突隆条を有する座板、同座板及び前記支持桿の各長孔に貫通されたボル ト、及び同ボルトが螺着された軌道スラブ板のモルタル充填孔内に定着された埋 込栓を介して同軌道スラブ板に伝達され、レール横圧が確固と支持される。 Since the present invention is constructed as described above, the rail lateral force is applied to the bottom of the rail. It fits into the concave groove of the support rod through the support rod that is locked on the side edge through the tip locking hook. A seat plate having combined protruding ridges, a bolt passed through each elongated hole of the seat plate and the support rod. The bolts are fixed in the mortar filling holes of the track slab plate to which the bolts are screwed. The rail lateral pressure is transmitted to the track slab plate through the stopper, firmly supporting the rail lateral pressure.
【0007】 また前記支持桿及び座板に夫々設けられた凹条溝と突隆条とを相対的にスライ ドさせることによって、前記支持桿の位置を調節して前記ボルトと座金とを常に 接触させることができ、レール横圧を確実に支持しうるものである。[0007] In addition, the grooves and protrusions provided on the support rod and the seat plate are slid relative to each other. by adjusting the position of the support rod so that the bolt and washer are always aligned. It can be brought into contact with the rail and can reliably support the lateral pressure of the rail.
【0008】[0008]
以下本考案を図示の実施例について説明する。 Aは支持桿で、帯状基片1の先端部に係止鉤部2が設けられ、基端部には長孔 3及び基片1の長手方向軸線と斜交する複数の凹条溝4が設けられている。 Bは座板で長孔5及び前記支持桿Aの凹条溝4と平行な複数の突隆条6が配設 されている。 The present invention will be described below with reference to the illustrated embodiments. A is a support rod, which has a locking hook 2 at the tip of a band-shaped base piece 1, and a long hole at the base end. 3 and a plurality of grooves 4 obliquely intersecting the longitudinal axis of the base piece 1. B is a seat plate provided with a long hole 5 and a plurality of ridges 6 parallel to the grooves 4 of the support rod A. has been done.
【0009】 而して軌道スラブ板Cにおけるモルタル充填孔7の注入管8及び充填モルタル を穿孔、撤去し、内周面に雌ねじ部9を有し、外周面に突隆部10を有する鋼管 11、または同鋼管11を、外周面に突隆部12を有する合成樹脂筒13内に一 体成形した埋込栓Dを前記穿孔部内に挿入して、合成樹脂14で接着固定してア ンカーを形成する。図中15は前記合成樹脂筒13の上部鍔片である。[0009] Therefore, the injection pipe 8 of the mortar filling hole 7 in the track slab plate C and the filling mortar A steel pipe having a female thread 9 on the inner circumferential surface and a protrusion 10 on the outer circumferential surface. 11, or the same steel pipe 11 is placed in a synthetic resin cylinder 13 having a protrusion 12 on the outer peripheral surface. The molded embedded plug D is inserted into the perforation and fixed with adhesive with synthetic resin 14. form a linker. 15 in the figure is an upper flange piece of the synthetic resin cylinder 13.
【0010】 而して前記支持桿Aの係止鉤部2をレールEの底部側縁に係止するとともに、 前記座板Bの突隆条6と支持桿Aの凹条溝5とを嵌合し、スライドさせることに よって同支持桿A及び座板Bの各長孔3、5を埋込栓Dの直上に位置するように 調整したのち、同各長孔3、5にボルトFを挿貫して前記埋込栓Dに螺着緊締し て、前記支持桿Aを軌道スラブ板Cに固定する。図中Gは絶縁板、Hはレール締 結部である。0010 Then, the locking hook portion 2 of the support rod A is locked to the bottom side edge of the rail E, and The protruding ridges 6 of the seat plate B and the concave grooves 5 of the support rod A are fitted and slid. Therefore, the long holes 3 and 5 of the support rod A and the seat plate B should be positioned directly above the embedded plug D. After making the adjustments, insert the bolts F into each of the long holes 3 and 5 and tighten them onto the embedded plug D. Then, the support rod A is fixed to the track slab plate C. In the diagram, G is an insulating plate and H is a rail fastener. It is a knot.
【0011】 図示の実施例は前記したように構成されているので、レールEの横圧力は前記 支持桿A、埋込栓Dを介して軌道スラブ板Cに支持されるものである。[0011] Since the illustrated embodiment is constructed as described above, the lateral pressure on the rail E is It is supported by a track slab plate C via a support rod A and an embedded plug D.
【0012】0012
本考案によれば前記したように、前記支持桿における帯状基片の先端部に設け た係止鉤部を軌道スラブ板上のレールの底部側縁に係止し、前記基片の凹条溝に 座板の下面に突設された突隆条を可摺動的に嵌合し、同座板及び前記支持桿の各 長孔に亘ってボルトを貫通し、同ボルトを前記軌道スラブ板のモルタル充填孔に 定着された埋込栓に螺着、緊締することによって、従来のレール締結構造のまま で増大するレール横圧力を支持しうるものである。 According to the present invention, as described above, the support rod is provided at the tip of the band-like base piece. Lock the locking hook part to the bottom side edge of the rail on the track slab plate, and fit it into the groove of the base piece. A protrusion provided on the lower surface of the seat plate is slidably fitted to each of the seat plate and the support rod. Pass the bolt through the long hole and insert the bolt into the mortar filling hole of the track slab plate. By screwing and tightening the fixed embedded plug, the conventional rail fastening structure remains the same. This can support the increasing rail lateral pressure.
【0013】 この際、前記支持桿及び座板に夫々設けた、同支持桿の基片長手方向と斜交す る凹条溝と突隆条とを嵌合することによって、支持桿の取付位置の調整が行なわ れるものである。 なお前記埋込栓を、軌道スラブ板における樹脂注入孔を利用して設置すること によって、施工が容易で、軌道スラブ板の構造強度に影響を与えることがない。[0013] At this time, the longitudinal direction of the base piece of the support rod provided on the support rod and the seat plate, respectively, and the The mounting position of the support rod can be adjusted by fitting the concave groove and the protrusion. It is something that can be done. Note that the embedded plug should be installed using the resin injection hole in the track slab plate. This makes construction easy and does not affect the structural strength of the track slab.
【図1】本考案に係るレール横圧補強支持装置の一実施
例を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing an embodiment of a rail lateral pressure reinforcing and supporting device according to the present invention.
【図2】前記レール横圧補強支持装置の平面図である。FIG. 2 is a plan view of the rail lateral pressure reinforcement support device.
【図3】前記装置の配置状況を示す平面図である。FIG. 3 is a plan view showing the arrangement of the device.
【図4】支持桿の平面図である。FIG. 4 is a plan view of the support rod.
【図5】支持桿の側面図である。FIG. 5 is a side view of the support rod.
【図6】支持桿の基端部を示す拡大平面図である。FIG. 6 is an enlarged plan view showing the base end of the support rod.
【図7】図6の矢視イ−イ図である。FIG. 7 is a diagram taken along the arrow A--A in FIG. 6;
【図8】座板の底面図である。FIG. 8 is a bottom view of the seat plate.
【図9】図8の矢視ロ−ロ図である。FIG. 9 is a rolling diagram in the direction of the arrows in FIG. 8;
【図10】支持桿のアンカー部を示す縦断面図である。FIG. 10 is a longitudinal sectional view showing the anchor portion of the support rod.
【図11】埋込栓の左半部縦断正面図である。FIG. 11 is a longitudinal sectional front view of the left half of the implantable stopper.
A 支持桿 B 座板 C 軌道スラブ板 D 埋込栓 E レール F ボルト 1 帯状基片 2 係止鉤部 3 長孔 4 凹条溝 5 長孔 6 突隆条 A Support rod B Seat board C Track slab plate D Embedded plug E rail F bolt 1 Band-shaped base piece 2 Locking hook part 3 long hole 4 Concave groove 5 long hole 6 ridges
───────────────────────────────────────────────────── フロントページの続き (72)考案者 阿部 則次 東京都国分寺市光町二丁目8番地38 財団 法人 鉄道総合技術研究所内 (72)考案者 若月 修 東京都国分寺市光町二丁目8番地38 財団 法人 鉄道総合技術研究所内 (72)考案者 梅田 静也 東京都八王子市南陽台1丁目13番6号 (72)考案者 倉持 賢一 埼玉県春日部市緑町6丁目12番15号 ──────────────────────────────────────────────── ─── Continuation of front page (72) Creator Noritsugu Abe 2-8-38 Hikarimachi, Kokubunji, Tokyo Foundation Inside the Railway Technical Research Institute (72) Creator Osamu Wakatsuki 2-8-38 Hikarimachi, Kokubunji, Tokyo Foundation Inside the Railway Technical Research Institute (72) Creator Shizuya Umeda 1-13-6 Nanyodai, Hachioji, Tokyo (72) Creator Kenichi Kuramochi 6-12-15 Midoricho, Kasukabe City, Saitama Prefecture
Claims (1)
れ、基端部には長孔と基片の長手方向軸線に斜交する凹
条溝が配設された支持桿における前記係止鉤部を、軌道
スラブ板上のレール底部側縁に係止するとともに、前記
基端凹条溝に長孔を有する座板の下面に突設され、且つ
同凹条溝と平行する突隆条を可摺動的に嵌合し、同座板
及び前記支持桿の各長孔に貫通したボルトを、前記軌道
スラブ板のモルタル充填孔内に定着された埋込栓に螺
着、緊締してなることを特徴とするレール横圧補強支持
装置。Claim 1: A support rod in which a locking hook is formed at the distal end of the band-shaped base piece, and a long hole and a concave groove obliquely intersecting the longitudinal axis of the base piece are arranged at the base end. The locking hook portion is locked to the side edge of the bottom of the rail on the track slab board, and is provided protruding from the lower surface of the seat plate having a long hole in the base end groove and parallel to the groove. Screwing the bolts that slidably fit into the protrusions and pass through each of the long holes of the seat plate and the support rod into the embedded plugs fixed in the mortar filling holes of the track slab plate; A rail lateral pressure reinforcement support device characterized by being tightened.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2301491U JPH04119802U (en) | 1991-04-09 | 1991-04-09 | Rail lateral pressure reinforcement support device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2301491U JPH04119802U (en) | 1991-04-09 | 1991-04-09 | Rail lateral pressure reinforcement support device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04119802U true JPH04119802U (en) | 1992-10-27 |
Family
ID=31908361
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2301491U Pending JPH04119802U (en) | 1991-04-09 | 1991-04-09 | Rail lateral pressure reinforcement support device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04119802U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003247201A (en) * | 2002-02-26 | 2003-09-05 | East Japan Railway Co | Tram displacement preventing structure |
JP2012021292A (en) * | 2010-07-13 | 2012-02-02 | Hosen Kiki Seibi Kk | Buckling prevention device of track |
JP2017043964A (en) * | 2015-08-26 | 2017-03-02 | 東海旅客鉄道株式会社 | Wheel guard device |
JP2020033690A (en) * | 2018-08-27 | 2020-03-05 | 東日本旅客鉄道株式会社 | In-track cable protection plate |
-
1991
- 1991-04-09 JP JP2301491U patent/JPH04119802U/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003247201A (en) * | 2002-02-26 | 2003-09-05 | East Japan Railway Co | Tram displacement preventing structure |
JP2012021292A (en) * | 2010-07-13 | 2012-02-02 | Hosen Kiki Seibi Kk | Buckling prevention device of track |
JP2017043964A (en) * | 2015-08-26 | 2017-03-02 | 東海旅客鉄道株式会社 | Wheel guard device |
JP2020033690A (en) * | 2018-08-27 | 2020-03-05 | 東日本旅客鉄道株式会社 | In-track cable protection plate |
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