JP2009235856A - Vehicle guard device - Google Patents

Vehicle guard device Download PDF

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Publication number
JP2009235856A
JP2009235856A JP2008085934A JP2008085934A JP2009235856A JP 2009235856 A JP2009235856 A JP 2009235856A JP 2008085934 A JP2008085934 A JP 2008085934A JP 2008085934 A JP2008085934 A JP 2008085934A JP 2009235856 A JP2009235856 A JP 2009235856A
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Prior art keywords
guard
sleeper
plate
vehicle
floor plate
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JP4937175B2 (en
Inventor
Hiroaki Maeda
洋明 前田
Yoshihiro Fukui
義弘 福井
Takeshi Tabuchi
剛 田淵
Takaharu Nagafuji
敬晴 長藤
Teruo Nakamura
照男 中村
Noritsugu Abe
則次 阿部
Kazuo Fujita
和男 藤田
Teruo Shiojima
輝男 塩嶋
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West Japan Railway Co
Nihon Kido Kogyo Co Ltd
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West Japan Railway Co
Nihon Kido Kogyo Co Ltd
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Priority to JP2008085934A priority Critical patent/JP4937175B2/en
Publication of JP2009235856A publication Critical patent/JP2009235856A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vehicle guard device capable of increasing the rigidity of a track and preventing the buckling thereof. <P>SOLUTION: The vehicle guard device includes a guard (24) for retaining within an orbit (10), and a vehicle derailed from main line rails (11) having sleepers (12), a guard floor plate (21) mounted on the sleepers (12) and provided with the guard (24), and reinforcing plates (29) installed between the guard floor plates (21) and ends of the sleeper (12). <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、本線レールから脱線した車両を軌道内に留める車両ガード装置に関し、詳細には、車両ガード装置及び軌道の剛性を向上させ、且つ、軌道の保守作業に支障しない車両ガード装置に関する。   The present invention relates to a vehicle guard device that keeps a vehicle derailed from a main rail in a track, and more particularly to a vehicle guard device and a vehicle guard device that improves the rigidity of the track and does not hinder track maintenance work.

車両が本線レールから外れて脱線すると、周辺への影響が甚大となるため本線軌道の外方への移動を阻止するための各種対策が採られている。   If the vehicle derails from the main rail, the impact on the surroundings will be so great that various measures are taken to prevent the main track from moving outward.

この一例として、安全レールが用いられている。安全レールは、所定の間隔をあけてレールと平行に配置される。安全レールは、脱線した車両の車輪を規制し、誘導する。これにより、脱線した車両は、レールに沿って走行する。   As an example of this, a safety rail is used. The safety rail is arranged in parallel with the rail at a predetermined interval. The safety rail regulates and guides the wheels of the derailed vehicle. Thereby, the derailed vehicle travels along the rail.

特許第3851826号公報Japanese Patent No. 3851826

しかし、車両が安全レールに一定以上の応力を加えると、安全レールを座屈させる可能性がある。また、まくらぎ上に安全レールを設置した場合、マルチプルタイタンパー等を用いた軌道の保守作業が容易に行うことができないという問題があった。   However, if the vehicle applies a certain level of stress to the safety rail, the safety rail may be buckled. Further, when a safety rail is installed on the sleeper, there is a problem that the track maintenance work using a multiple tie tamper or the like cannot be easily performed.

そこで、本発明の課題は、車両ガード装置及び軌道の剛性を向上させた車両ガード装置を提供することにある。   Then, the subject of this invention is providing the vehicle guard apparatus and the vehicle guard apparatus which improved the rigidity of the track | truck.

また、本発明の別の課題は、軌道の保守作業に支障しない車両ガード装置を提供することにある。   Another object of the present invention is to provide a vehicle guard device that does not hinder track maintenance work.

以下、符号を参照して発明の特徴を説明する。なお、符号は参照のためのであり、発明の特徴は実施の形態に限定されない。   Hereinafter, the features of the invention will be described with reference to the reference numerals. Note that the reference numerals are for reference, and the features of the invention are not limited to the embodiments.

発明の特徴は、次の車両ガード装置を提供することにある。車両ガード装置は、まくらぎ(12)を有した本線レール(11)から脱線した車両を軌道(10)内に留めるガード(24)を含む。同装置は、前記まくらぎ(12)に取り付けられると共に前記ガード(24)が設置されたガード床板(21)を含む。同装置は、前記ガード床板(21)と前記まくらぎ(12)の端面との間に設置された補強板(29)とを含む。   The feature of the invention is to provide the following vehicle guard device. The vehicle guard device includes a guard (24) that holds a vehicle derailed from the main rail (11) having a sleeper (12) in the track (10). The apparatus includes a guard floor plate (21) attached to the sleeper (12) and provided with the guard (24). The apparatus includes a reinforcing plate (29) installed between the guard floor plate (21) and the end face of the sleeper (12).

前記ガード床板(21)は前記まくらぎ(12)の端面(12d)と向き合う第1の床板(22a)を含む。前記補強板(29)は前記まくらぎ(12)の端面(12d)と前記第1の床板(22a)との間に設置される。前記補強板(29)は面積について前記第1の床板(22a)よりも広い。   The guard floor plate (21) includes a first floor plate (22a) facing the end surface (12d) of the sleeper (12). The reinforcing plate (29) is installed between the end surface (12d) of the sleeper (12) and the first floor plate (22a). The reinforcing plate (29) is wider in area than the first floor plate (22a).

前記ガード床板(21)は留め具(B3)によって前記まくらぎ(12)の上面に取り付けられる第2の床板(23b)を含む。前記ガード床板(21)は前記第2の床板(23b)の上に配置されると共に孔(27a)を画成する保護板(27)を含む。前記留め具(B3)は前記保護板の孔の中に配置される。   The guard floor plate (21) includes a second floor plate (23b) attached to the upper surface of the sleeper (12) by a fastener (B3). The guard floor plate (21) includes a protective plate (27) disposed on the second floor plate (23b) and defining a hole (27a). The fastener (B3) is disposed in the hole of the protective plate.

前記ガード(24)は前記まくらぎ(12)の端面(12d)より外側に配置される。   The guard (24) is disposed outside the end surface (12d) of the sleeper (12).

前記ガード床板(21)は留め具(B3)によって前記まくらぎ(12)の上面に取り付けられる第2の床板(23b)を含む。前記第2の床板(23b)は前記まくらぎ(12)の幅よりも狭い。   The guard floor plate (21) includes a second floor plate (23b) attached to the upper surface of the sleeper (12) by a fastener (B3). The second floor board (23b) is narrower than the width of the sleeper (12).

以上の発明の特徴によれば、補強板は、まくらぎの端面から受ける応力を道床バラスト(図示省略)に伝達するため、車両ガード装置及び軌道の剛性を向上させ、座屈を防止する。   According to the features of the invention described above, the reinforcing plate transmits the stress received from the end face of the sleeper to the roadbed ballast (not shown), thereby improving the rigidity of the vehicle guard device and the track and preventing buckling.

補強板は、面積について第1の床板よりも広いので、車両ガード装置及び軌道の剛性をさらに向上させる。   Since the reinforcing plate is wider in area than the first floor plate, the rigidity of the vehicle guard device and the track is further improved.

保護板は、車両の車輪を留め具の上方で通過させて留め具に接触させないので、留め具を損傷させずに保護する。   The protection plate protects the fasteners without damaging them by allowing the vehicle wheels to pass over the fasteners and not contacting the fasteners.

ガードはまくらぎ端面より外側に設置される、又は、第2の床板はまくらぎの幅より狭いので、マルチプルタイタンパー等による軌道保守作業を支障することがなくなる。   Since the guard is installed outside the sleeper end face, or the second floor board is narrower than the width of the sleeper, the track maintenance work by multiple tie tampers or the like is not hindered.

以下、図面を参照して実施の形態を詳細に説明する。   Hereinafter, embodiments will be described in detail with reference to the drawings.

図1を参照して、軌道10は、本線レール11と、本線レール11に沿って所定の間隔で配置されたPCまくらぎ12(以下、「まくらぎ」と称する)と、本線レール11に沿って配置された車両ガード装置20を含む。   With reference to FIG. 1, a track 10 extends along a main rail 11, PC sleepers 12 (hereinafter referred to as “sleepers”) arranged at predetermined intervals along the main rail 11, and the main rail 11. The vehicle guard device 20 is arranged.

図2を参照して、各まくらぎ12は、バラストの上に設置される。各まくらぎ12には、レール締結装置(図示省略)を用いて本線レール11を固定する。各まくらぎ12は、概略平面矩形及び横断面台形に形成され、上面から下面へ向かって広がる。まくらぎ12の上面は、ボルトB3を挿入するためにねじが形成された穴12aを有する。まくらぎ12の上面は、レール締結装置(図示省略)のため本線レール11に対して両側に凹所12b、12cを有する。   With reference to FIG. 2, each sleeper 12 is installed on a ballast. The main rail 11 is fixed to each sleeper 12 using a rail fastening device (not shown). Each sleeper 12 is formed in a substantially planar rectangular shape and a trapezoidal cross section, and spreads from the upper surface toward the lower surface. The upper surface of the sleeper 12 has a hole 12a in which a screw is formed for inserting the bolt B3. The upper surface of the sleeper 12 has recesses 12b and 12c on both sides of the main rail 11 for a rail fastening device (not shown).

車両ガード装置20は、まくらぎ12の端部に1本置きに固定されたガード床板21を含む。なお、ガード床板21を各まくらぎ12に固定してもよい。車両ガード装置20は、ガード床板21に固定されたガードとしてのガード材24を含む。車両ガード装置20は、ガード材24の継目部20aにおいてガード材24に配置された添板26A、26Bを含む(図1及び4参照)。車両ガード装置20は、ガード床板21の上に配置された保護板27を含む。車両ガード装置20は、まくらぎ12の上面とガード床板21の間に配置されたゴムパッド28を含む。車両ガード装置20は、まくらぎ12の長手方向の端面12dとガード床板21との間に配置された補強板29を含む。   The vehicle guard device 20 includes a guard floor plate 21 fixed to every other end of the sleeper 12. The guard floor plate 21 may be fixed to each sleeper 12. The vehicle guard device 20 includes a guard material 24 as a guard fixed to the guard floor plate 21. The vehicle guard device 20 includes accessory plates 26A and 26B disposed on the guard member 24 at the joint portion 20a of the guard member 24 (see FIGS. 1 and 4). The vehicle guard device 20 includes a protection plate 27 disposed on the guard floor plate 21. The vehicle guard device 20 includes a rubber pad 28 disposed between the upper surface of the sleeper 12 and the guard floor plate 21. The vehicle guard device 20 includes a reinforcing plate 29 that is disposed between the longitudinal end surface 12 d of the sleeper 12 and the guard floor plate 21.

ガード床板21は、L形の下床板22と、下床板22に接合された上床板23とを含む。   The guard floor board 21 includes an L-shaped lower floor board 22 and an upper floor board 23 joined to the lower floor board 22.

下床板22は、鋼製の板を直角に屈曲することによって形成され、直交する側板22aと上板22bを有する。下床板22は、側板22a及び上板22bの間に延びる斜板22cを含む。第1の床板としての側板22aは、まくらぎ12の長手方向の端面12dと向き合う。側板22aは面積に関してまくらぎ12の長手方向の端面12dよりも小さい。側板22aは、ボルトB1が貫通するための孔(符号なし)を有する。   The lower floor plate 22 is formed by bending a steel plate at a right angle, and includes a side plate 22a and an upper plate 22b which are orthogonal to each other. The lower floor plate 22 includes a swash plate 22c extending between the side plate 22a and the upper plate 22b. The side plate 22a as the first floor plate faces the end surface 12d in the longitudinal direction of the sleeper 12. The side plate 22a is smaller than the end face 12d in the longitudinal direction of the sleeper 12 with respect to the area. The side plate 22a has a hole (no symbol) through which the bolt B1 passes.

図2及び3を参照して、上床板23は、ガード材24を支持するU形の支持板23aを含む。上床板23は、まくらぎ12の上面に配置されると共に支持板23aと連続する第2の床板としての固定板23bを含む。固定板23bはまくらぎ12の幅よりも狭い。これにより、マルチプルタイタンパーによる軌道保守作業に支障を与えない。支持板23aは、互いに対向する側部23a1、23a2と、両側部23a1、23a2の端の間に延びる頂部23a3とを有する。支持板23aは、頂部23a3に縦方向に延びる3個の孔23cを有する。支持板23aは、孔23cに一致して位置決めされると共に頂部23a3の下面に固定されたナットN1を有する。平らな固定板23bは、ゴムパット28の上に配置される。固定板23bは、まくらぎ12の孔12aに一致する長くした孔23eを有する。この孔23eはボルトB3の軸部の挿入を許容し、ボルトB3の頭部を孔23eの外に配置させる。   Referring to FIGS. 2 and 3, upper floor plate 23 includes a U-shaped support plate 23 a that supports guard material 24. The upper floor plate 23 includes a fixed plate 23b as a second floor plate that is disposed on the upper surface of the sleeper 12 and is continuous with the support plate 23a. The fixed plate 23 b is narrower than the width of the sleeper 12. Thereby, the track maintenance work by the multiple tie tamper is not hindered. The support plate 23a has side portions 23a1, 23a2 facing each other and a top portion 23a3 extending between the ends of the side portions 23a1, 23a2. The support plate 23a has three holes 23c extending in the vertical direction at the top 23a3. The support plate 23a has a nut N1 that is positioned in alignment with the hole 23c and is fixed to the lower surface of the top portion 23a3. The flat fixing plate 23 b is disposed on the rubber pad 28. The fixing plate 23 b has an elongated hole 23 e that coincides with the hole 12 a of the sleeper 12. The hole 23e allows the shaft portion of the bolt B3 to be inserted, and the head of the bolt B3 is disposed outside the hole 23e.

ガード材24はまくらぎ12の端面12dより外側に配置される。この配置の根拠は、まくらぎ12の上にガード材24があると、本線レール周辺でマルチプルタイタンパー等を用いた軌道保守作業に支障しないようにするためである。ガード材の長さは、例えば、約5mである。図4を参照して、ガード材24は、互いに対向する側板24a、24bと、側板24a、24bの中央部の間に延びる基板24cとを含む。ガード材24は、基板24cの中心線に沿ってまくらぎ12の設置間隔に合わせて配列された、例えば、100mmの長円形の孔24fを有する。この孔24fは、まくらぎ12の設置位置による誤差がある場合、あるいは、使用中にまくらぎが移動した場所でも使用可能にする。上床板23の孔23cが3個あるのは、上記100mmの長円の孔24fで不足した場合に備えるためである。その結果、まくらぎ12の位置が±100mm移動した場合でもガード材24が設置可能である。   The guard member 24 is disposed outside the end face 12d of the sleeper 12. The reason for this arrangement is to prevent the track maintenance work using a multiple tie tamper or the like around the main rail when the guard member 24 is on the sleeper 12. The length of the guard material is about 5 m, for example. Referring to FIG. 4, guard material 24 includes side plates 24a and 24b facing each other and a substrate 24c extending between the center portions of side plates 24a and 24b. The guard member 24 has, for example, an oval hole 24f of 100 mm arranged along the center line of the substrate 24c in accordance with the installation interval of the sleepers 12. This hole 24f can be used when there is an error due to the position of the sleeper 12 or when the sleeper moves during use. The reason for the three holes 23c in the upper floor plate 23 is to prepare for a case where the oblong hole 24f of 100 mm is insufficient. As a result, the guard member 24 can be installed even when the position of the sleeper 12 moves ± 100 mm.

図3を参照して、平面矩形の保護板27は、固定板23bの上に接合される。保護板27は、固定板23bの孔23eを囲む円形の孔27aを有する。孔27aは内部に留め具としてのボルトB3の頭部を収容する。孔27aの深さは、ボルトB3の頭部の軸方向の長さよりも深い。よって、ボルトB3の軸部がまくらぎ12の穴12aに取り付けられると、保護板27の上面は、ボルトB3の頭部よりも高くなる。すなわち、ボルトB3の上端は保護板27の上面から孔27aの中に後退し、孔27aから上方へ突出しない。   Referring to FIG. 3, the planar rectangular protection plate 27 is joined onto the fixed plate 23 b. The protection plate 27 has a circular hole 27a surrounding the hole 23e of the fixed plate 23b. The hole 27a accommodates the head of the bolt B3 as a fastener inside. The depth of the hole 27a is deeper than the axial length of the head of the bolt B3. Therefore, when the shaft portion of the bolt B3 is attached to the hole 12a of the sleeper 12, the upper surface of the protection plate 27 becomes higher than the head portion of the bolt B3. That is, the upper end of the bolt B3 retreats from the upper surface of the protection plate 27 into the hole 27a and does not protrude upward from the hole 27a.

図2を参照して、平面矩形の補強板29は、面積に関してまくらぎ12の長手方向の端面12d及び側板22aより広い。補強板29はボルトB1が挿入される孔29aを有する。補強板29は、まくらぎ12の長手方向の端面12dから受ける応力を道床バラスト(図示省略)に伝達するため車両ガード装置20及び軌道10の剛性を向上する。これにより、車両ガード装置20の座屈を防止する。なお、補強板29は、平面円形、楕円形、三角形、又は、多角形でもよい。   Referring to FIG. 2, the planar rectangular reinforcing plate 29 is wider than the end face 12d and the side plate 22a in the longitudinal direction of the sleeper 12 with respect to the area. The reinforcing plate 29 has a hole 29a into which the bolt B1 is inserted. Since the reinforcing plate 29 transmits the stress received from the end face 12d in the longitudinal direction of the sleeper 12 to the roadbed ballast (not shown), the rigidity of the vehicle guard device 20 and the track 10 is improved. Thereby, buckling of the vehicle guard apparatus 20 is prevented. The reinforcing plate 29 may be a planar circle, an ellipse, a triangle, or a polygon.

図4を参照して、添板26A、26Bは、ガード材24同士の間に配置され、ガード材24の基板24cの上下面に配置される。添板26A、26Bは、ガード材24の側板24a、24bの間に挿入され、一方のガード材24にボルトB2で固定される。添板26A、26Bは、中心線に沿って配置されると共にボルトB2が貫通する孔26aを有する。孔26aはガード材24の端部の孔24dに一致している。添板26A、26Bは、側面と下面とが交わる辺部26b、26cを有し、この辺部26b、26cは前記側面及び下面に対して斜めに面取りされている。添板26Bは、孔26aに一致して位置決めされ、溶接されたナットN2を有する。   Referring to FIG. 4, the attachment plates 26 </ b> A and 26 </ b> B are disposed between the guard members 24, and are disposed on the upper and lower surfaces of the substrate 24 c of the guard member 24. The accessory plates 26A and 26B are inserted between the side plates 24a and 24b of the guard member 24, and are fixed to one guard member 24 with bolts B2. The accessory plates 26A and 26B have holes 26a that are arranged along the center line and through which the bolts B2 pass. The hole 26 a coincides with the hole 24 d at the end of the guard member 24. The accessory plates 26A and 26B have side portions 26b and 26c where the side surface and the lower surface intersect, and the side portions 26b and 26c are chamfered obliquely with respect to the side surface and the lower surface. The accessory plate 26B has a nut N2 positioned and welded in alignment with the hole 26a.

次に、まくらぎ12に対する車両ガード装置20の組み付け方法を説明する。   Next, a method for assembling the vehicle guard device 20 to the sleeper 12 will be described.

下床板22の側板22aのまくらぎ12の長手方向の端面12d側に補強板29を挿入し、ボルトB1に座金を取り付け、ボルトB1を側板22a及び補強板29のそれぞれのねじ孔にねじ込む。これにより、下床板22に補強板29を固定する。   The reinforcing plate 29 is inserted into the longitudinal end face 12d side of the sleeper 12 of the side plate 22a of the lower floor plate 22, a washer is attached to the bolt B1, and the bolt B1 is screwed into the respective screw holes of the side plate 22a and the reinforcing plate 29. Thereby, the reinforcing plate 29 is fixed to the lower floor plate 22.

まくらぎ12の上面にゴムパッド28を配置する。ゴムパッド28の上に上床板23の固定板23bを載せ、まくらぎ12の穴12aと孔23eを一致させる。ボルトB3に座金を取り付ける。ボルトB3の軸部を保護板27の孔27aから挿入し、固定板23の孔23eを通過せ、まくらぎ12の穴12aにねじ込む。これにより、まくらぎ12にガード床板21を固定する。ボルトB3の頭部は、孔27の中に配置され、保護板27の上面よりも低くなる。   A rubber pad 28 is disposed on the upper surface of the sleeper 12. The fixing plate 23b of the upper floor plate 23 is placed on the rubber pad 28, and the hole 12a and the hole 23e of the sleeper 12 are aligned. A washer is attached to bolt B3. The shaft portion of the bolt B3 is inserted from the hole 27a of the protection plate 27, passes through the hole 23e of the fixing plate 23, and is screwed into the hole 12a of the sleeper 12. As a result, the guard floor plate 21 is fixed to the sleeper 12. The head of the bolt B <b> 3 is disposed in the hole 27 and is lower than the upper surface of the protection plate 27.

上床板23の支持板23aの上にガード材24を設置する。すなわち、ガード材24の側板24a、24bの間に頂部23a3を挿入し、ガード材24の基板24cを頂部23a3の上に載せる。ボルトB2に角座金W1を取り付け、基板24cの孔24fにボルトB2を通し、ネジによりナットN1に固定する。これにより、ガード床板21にガード材24を固定する。次に、隣り合うガード材24の基板24cの上下面に添板26A、26Bを配置する。ボルトB2に座金を取り付け、基板24cの孔24dにボルトB2を貫通させ、ナットN2にねじ込む。これにより、添板26A、26Bは一方のガード材24に固定され、他方のガード材24に対して移動可能となる。   A guard member 24 is installed on the support plate 23 a of the upper floor plate 23. That is, the top portion 23a3 is inserted between the side plates 24a and 24b of the guard material 24, and the substrate 24c of the guard material 24 is placed on the top portion 23a3. The square washer W1 is attached to the bolt B2, the bolt B2 is passed through the hole 24f of the substrate 24c, and fixed to the nut N1 with a screw. As a result, the guard member 24 is fixed to the guard floor plate 21. Next, the accessory plates 26A and 26B are disposed on the upper and lower surfaces of the substrate 24c of the adjacent guard material 24. A washer is attached to the bolt B2, the bolt B2 is passed through the hole 24d of the substrate 24c, and screwed into the nut N2. As a result, the accessory plates 26 </ b> A and 26 </ b> B are fixed to one guard member 24 and can be moved with respect to the other guard member 24.

次に、車両ガード装置20の使用方法を説明する。   Next, the usage method of the vehicle guard apparatus 20 is demonstrated.

車両ガード装置20は、車両が脱線した場合に脱線車両により被害が想定される区間に設置される。例えば、住宅密集地における踏切において、列車と自動車との衝突により車両が脱線した場合、脱線車両による周辺に及ぼす影響が甚大となると想定される。このような踏切部において、車両ガード装置は、車両が脱線した後車両が軌道外へ逸脱することを防止する。   The vehicle guard device 20 is installed in a section where damage is assumed by the derailed vehicle when the vehicle derails. For example, when a vehicle derails due to a collision between a train and a car at a railroad crossing in a densely populated residential area, it is assumed that the influence of the derailed vehicle on the surroundings is significant. In such a crossing section, the vehicle guard device prevents the vehicle from deviating from the track after the vehicle derails.

また、鉄道の橋梁、駅構内およびトンネル等のように鉄道の建築限界に接近して建造された構造物の手前において車両が脱線した場合、脱線車両が構造物に対して衝突する。このような衝突を防止するためには、構造物の手前において脱線車両を線路外へ逸脱することを防止するとともに、建築限界の内側まで車両を誘導する。   In addition, when a vehicle derails in front of a structure built close to the railway building limit such as a railway bridge, a station yard, or a tunnel, the derailed vehicle collides with the structure. In order to prevent such a collision, the derailment vehicle is prevented from deviating outside the track before the structure, and the vehicle is guided to the inside of the building limit.

すなわち、図2を参照して、走行する車両の車輪がレール11から外れて車両ガード装置20へ向かって横方向へ移動する。車輪は保護板27に載り、ガード材24へ向かってさらに移動する。車輪が保護板27の孔27aの上を通過するとき、車輪はボルトB3の頭部の上方を通過し、同頭部に接触しないので、ボルトB3を損傷させずに保護する。車輪はガード材24に当たり、横方向への移動を止められる。これにより、軌道10内に車輪を留め、車両が軌道10の外へ逸脱することを防止する。さらに、補強板29は、まくらぎ12から受ける応力を道床バラストに伝達するため、車両ガード装置20の剛性を向上し、座屈を防止する。   That is, with reference to FIG. 2, the wheels of the traveling vehicle are moved from the rail 11 toward the vehicle guard device 20 in the lateral direction. The wheel rests on the protection plate 27 and further moves toward the guard member 24. When the wheel passes over the hole 27a of the protection plate 27, the wheel passes above the head of the bolt B3 and does not contact the head, thus protecting the bolt B3 without damaging it. The wheel hits the guard member 24 and stops moving in the lateral direction. Thereby, a wheel is fastened in the track 10 to prevent the vehicle from deviating from the track 10. Furthermore, since the reinforcing plate 29 transmits the stress received from the sleeper 12 to the roadbed ballast, the rigidity of the vehicle guard device 20 is improved and buckling is prevented.

また、マルチプルタイタンパーにより軌道10の保守作業を行う。このとき、ガード材24はまくらぎ12の端面12dより外側に配置され、また、固定板23bはまくらぎ12の幅より狭いので、同タイタンパーの先端部がまくらぎ12の下に進入することを許容し、保守作業の支障とならない。   In addition, maintenance work of the track 10 is performed by a multiple tie tamper. At this time, the guard member 24 is disposed outside the end surface 12d of the sleeper 12, and the fixing plate 23b is narrower than the width of the sleeper 12, so that the tip of the tie tamper enters under the sleeper 12. The maintenance work is not hindered.

以上の車両ガード装置20によれば、補強板29は、まくらぎ12の長手方向の端面12dから受ける応力を道床バラストに伝達し、車両ガード装置20の剛性を向上させ、座屈を防止する。   According to the vehicle guard device 20 described above, the reinforcing plate 29 transmits the stress received from the end face 12d in the longitudinal direction of the sleeper 12 to the roadbed ballast, improves the rigidity of the vehicle guard device 20, and prevents buckling.

補強板29は、下床板22の側板22aよりも広いので、剛性をさらに向上させる。   Since the reinforcing plate 29 is wider than the side plate 22a of the lower floor plate 22, the rigidity is further improved.

保護板27は、車両の車輪をボルトB3の上方で通過させてボルトB3に接触させないので、留め具B3を損傷させずに保護する。   Since the protection plate 27 does not allow the vehicle wheel to pass over the bolt B3 to contact the bolt B3, the protection plate 27 protects the fastener B3 without damage.

ガード24はまくらぎ12の端面12dより外側に設置されるので、又は、第2の床板23bはまくらぎ12の幅より狭いためマルチプルタイタンパー等による軌道保守作業を支障することがなくなる。   Since the guard 24 is installed outside the end face 12d of the sleeper 12, or the second floor plate 23b is narrower than the width of the sleeper 12, the track maintenance work by multiple tie tampers or the like is not hindered.

なお、本発明は、実施の形態に限定されず、実施の形態の修正及び変更は発明の趣旨を逸脱しない範囲で可能である。   The present invention is not limited to the embodiments, and modifications and changes of the embodiments are possible without departing from the spirit of the invention.

発明の実施形態に係わる軌道の平面図である。It is a top view of the track concerning the embodiment of the invention. (A)は図1に示す軌道の部分立面図であり、(B)は同軌道の側面図である。(A) is a partial elevation view of the track shown in FIG. 1, and (B) is a side view of the track. (A)は図2に示す床板の平面図であり、(B)は同床板の側面図である。(A) is a top view of the floor board shown in FIG. 2, (B) is a side view of the floor board. (A)は図1に示すガード材及び添板の組付体の立面図であり、ガード材の継目部に該当し(B)は同組付体の平面図であり、(C)は同ガード材の立面図であり、(D)は同ガード材端部の平面図であり、(E)は同カード材一般部の平面図であり、(F)は同添板の立面図であり、(G)は同添板の平面図である。(A) is an elevation view of the assembly of the guard material and accessory plate shown in FIG. 1, corresponds to the joint portion of the guard material, (B) is a plan view of the assembly, and (C) is It is an elevation view of the guard material, (D) is a plan view of the end portion of the guard material, (E) is a plan view of the general part of the card material, (F) is an elevation of the accessory plate It is a figure and (G) is a top view of the attachment board.

符号の説明Explanation of symbols

10 軌道
11 本線レール
12 まくらぎ
20 車両ガード装置
21 ガード床板
22 下床板
23 上床板
24 ガード材
26 添板
27 保護板
28 ゴムパッド
29 補強板
DESCRIPTION OF SYMBOLS 10 Track 11 Main rail 12 Sleeper 20 Vehicle guard device 21 Guard floor board 22 Lower floor board 23 Upper floor board 24 Guard material 26 Attachment board 27 Protection board 28 Rubber pad 29 Reinforcement board

Claims (5)

まくらぎを有した本線レールから脱線した車両を軌道内に留めるガードと、
前記まくらぎに取り付けられると共に前記ガードが設置されたガード床板と、
前記ガード床板と前記まくらぎの端面との間に設置された補強板とを含む車両ガード装置。
A guard that keeps the vehicle derailed from the main rail with sleepers in the track,
A guard floor plate attached to the sleeper and installed with the guard;
A vehicle guard device comprising a guard plate installed between the guard floor plate and the end face of the sleeper.
前記ガード床板は前記まくらぎの端面と向き合う第1の床板を含み、
前記補強板は前記まくらぎの端面と前記第1の床板との間に設置され、
前記補強板は面積について前記第1の床板よりも広い請求項1に記載の車両ガード装置。
The guard floor plate includes a first floor plate facing the end surface of the sleeper,
The reinforcing plate is installed between an end surface of the sleeper and the first floor plate,
The vehicle guard device according to claim 1, wherein the reinforcing plate is wider in area than the first floor plate.
前記ガード床板は留め具によって前記まくらぎの上面に取り付けられる第2の床板を含み、
前記ガード床板は前記第2の床板の上に配置されると共に孔を画成する保護板を含み、
前記留め具は前記保護板の孔の中に配置される請求項1に記載の車両ガード装置。
The guard floor plate includes a second floor plate attached to the upper surface of the sleeper by a fastener;
The guard floor plate includes a protective plate disposed on the second floor plate and defining a hole;
The vehicle guard device according to claim 1, wherein the fastener is disposed in a hole of the protection plate.
前記ガードは前記まくらぎの端面より外側に配置された請求項1に記載の車両ガード装置。   The vehicle guard device according to claim 1, wherein the guard is disposed outside an end face of the sleeper. 前記ガード床板は留め具によって前記まくらぎの上面に取り付けられる第2の床板を含み、
前記第2の床板は前記まくらぎの幅よりも狭い請求項1に記載の車両ガード装置。
The guard floor plate includes a second floor plate attached to the upper surface of the sleeper by a fastener;
The vehicle guard device according to claim 1, wherein the second floor board is narrower than a width of the sleeper.
JP2008085934A 2008-03-28 2008-03-28 Vehicle guard device Active JP4937175B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014015722A (en) * 2012-07-06 2014-01-30 Railway Technical Research Institute Track concrete slab
JP2014047569A (en) * 2012-08-31 2014-03-17 Railway Technical Research Institute Joint structure of deviation prevention guard for rail track

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07247501A (en) * 1994-03-11 1995-09-26 Daiwa Kogyo Kk Expansion joint
JPH11209902A (en) * 1998-01-23 1999-08-03 West Japan Railway Co Attaching device for track guard member
JP2005163264A (en) * 2003-11-28 2005-06-23 Railway Technical Res Inst Track for rolling stock
JP2005290843A (en) * 2004-03-31 2005-10-20 Sekisui Chem Co Ltd Sleeper connecting structure and sleeper repairing method
JP2007120127A (en) * 2005-10-27 2007-05-17 Sekigahara Seisakusho:Kk Derailing preventive structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07247501A (en) * 1994-03-11 1995-09-26 Daiwa Kogyo Kk Expansion joint
JPH11209902A (en) * 1998-01-23 1999-08-03 West Japan Railway Co Attaching device for track guard member
JP2005163264A (en) * 2003-11-28 2005-06-23 Railway Technical Res Inst Track for rolling stock
JP2005290843A (en) * 2004-03-31 2005-10-20 Sekisui Chem Co Ltd Sleeper connecting structure and sleeper repairing method
JP2007120127A (en) * 2005-10-27 2007-05-17 Sekigahara Seisakusho:Kk Derailing preventive structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014015722A (en) * 2012-07-06 2014-01-30 Railway Technical Research Institute Track concrete slab
JP2014047569A (en) * 2012-08-31 2014-03-17 Railway Technical Research Institute Joint structure of deviation prevention guard for rail track

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