JP2004339783A - Crossing paving plate structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To prevent a core material embedded in a pavement board from shorting. <P>SOLUTION: In a rubber crossing pavement board 11 in which lower core materials 22, 23 in the crossing direction of a railroad are embedded in the inside, one core material 23 is divided in the middle between a pair of rails R, R and other core materials 22 are positioned astride over a divided part of a divided core material 23. As the core material 23 is divided, the rails are not shorted between rails R, R. As the other core material 22 resists against a bending stress in the rail way crossing direction in the divided part of the core material 23, the pavement board can secure a specified strength. If a portion facing the pavement board 11 of a fastening tool 4 is covered with an insulation cover 20, the contact of the core material 23 with the fastening tool 4 can be avoided. In the lower part of the rail R, a spacer 29 is inserted between adjacent sleepers 2, the sleeper 2 is restricted in the railway direction, the distance between the end face of the pavement board 11 end face and the fastening tool 4 is kept to prevent damage of the rubber. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a structure of a railroad crossing pavement plate to be attached to rails and sleepers constituting the railroad when a road surface needs to be formed on the railroad at a railroad crossing, and a mounting structure of the railroad crossing pavement plate. is there.
[0002]
[Prior art]
Conventional railroad crossing pavement boards are described in Patent Documents 1 to 3 and the like. For example, according to FIG. 2 showing an embodiment of the present invention, a flat pavement board is used by being fixed on a track, and a metal is used. Inter-rail pavement plate 11 placed inside the pair of rails R, R fixed to sleeper 2 with rail fasteners 4 made of steel, and outer rail pavement plate placed outside the rails R, R 12 made of rubber.
[0003]
The pavement plates 11 and 12 have a predetermined strength, durability, and abrasion resistance so that the pavement plates 11 and 12 have strength enough to withstand the load of road traffic passing thereover and do not significantly wear due to friction with tires or the like. It is composed of rubber having properties and a core made of steel pipe buried therein.
[0004]
As shown in FIG. 13 and FIG. 14, the core material has an upper core material 21 parallel to the line direction, and the upper core material 21 orthogonal to the parallel upper core material 21, and both ends of the upper core material 21 in the line direction downward. And the lower core member 22 in the cross direction of the track received at the second stage. Further, the core material buried in the outer gauge pavement plate 12 is composed of only the upper core material 21 arranged in parallel in the line direction.
[0005]
As shown in FIG. 15, a support portion 19 is provided at both ends of the pavement plate 11 in the line direction, and the support portion 19 is placed on the upper surface of the sleeper 2. Since the fastener 4 for fixing the rail R is attached to the sleeper 2 so as to protrude from the side surface of the rail R toward the pavement plates 11 and 12, the pavement plate 11 is mounted on the support 19. 14, a notch 15 is provided to avoid the fastener 4. As shown in FIG.
[0006]
Two lower cores 22 are buried side by side in the support portion 19. As shown in FIG. 14, the outer core 22 of the two cores 22 extends between the cutouts 15 on both sides. It is buried so as to be connected so that the wedge faces (side faces in the cross direction of the track) at both ends in the axial direction face the rail fasteners 4 housed in the cutouts 15, respectively. The inner core member 22 has a length up to near the end portion 25 of the pavement plate avoiding the cutout portion 15, and the side surfaces (side surfaces in the line direction) of both ends in the axial direction are fixed to the rail fastening portions. It is embedded so as to face the tool 4 side.
[0007]
However, since the impact of a train or the like is repeatedly applied to the track, the fastener 4 and the rail R may slide and the sleeper 2 may move in the direction of the track, as indicated by arrows in FIG. Further, the sleeper 2 may slightly move unexpectedly due to maintenance work or the like. At this time, since the positional relationship between the sleeper 2 and the pavement plate 11 is shifted in the direction of the track, as shown in FIGS. 14 and 15, the end surface of the pavement plate 11, that is, the inner surface of the notch 15 is made of metal. It may come into contact with the side of the fastener 4.
[0008]
Generally, a minute current flows through each pair of rails R, R of the track to which the pavement plate is attached, and the current forms a track circuit for controlling a signal device and the like. However, it is not desirable to come into contact with the rail R or the fastener 4 that is electrically connected to the rail R.
[0009]
Therefore, even in such a case, the embedded core material 22 is not exposed to the surface of the pavement board so that the core material 22 does not contact the fastener 4 and conduct with the rail R. As the surrounding rubber material, a material having sufficient strength to withstand external force is used.
[0010]
[Patent Document 1]
Japanese Patent Publication No. 6-39661 [Patent Document 2]
Japanese Patent Publication No. 7-6163 [Patent Document 3]
Japanese Utility Model Publication No. 7-6162
[Problems to be solved by the invention]
However, for example, as shown in FIG. 7, in a situation where the sleeper 2 has moved so as not to have a predetermined interval, if the floating pavement board 11 in the figure is to be forcibly fitted into the track, As shown in the drawing, the fastener 4 may hit the support portion 19, and the fastener 4 may not fit in the notch 15. When a road load is applied to the pavement board 11 in the floating state, the load is concentrated on the rubber at the end of the support portion 19, and the surface layer of the rubber is broken as shown by a chain line in FIG. The core material 22 may be exposed on the surface. In addition, when the pavement board 11 is detached or attached, for example, when a force higher than normally assumed is applied to a part of the pavement board 11 in an attempt to forcibly detach the pavement board 11, the rubber surface layer may be broken. .
[0012]
When the core member 22 is exposed on the surface of the pavement board 11 as described above, the core member 22 and the fastener 4 are easily brought into contact with each other, and one core member 22 holds the pair of right and left rails R, R, respectively. There is a danger that the track circuits will be short-circuited by simultaneously contacting the fasteners 4 and 4.
[0013]
Therefore, an object of the present invention is to prevent a core material buried in a pavement plate from causing a short circuit between a pair of rails.
[0014]
[Means for Solving the Problems]
In order to solve the above problems, the present invention provides a resin level crossing pavement plate according to the above aspect, in which a track-side pavement plate placed inside a rail between rails is embedded with a core material in the cross-track direction embedded inside. , And the insulation is provided between the divided cores. By doing so, even if both ends of the core material inside the pavement board simultaneously touch the fasteners on both sides at the same time, the insulating part is interposed between the divided core materials, so the gap between the pair of rails It does not conduct.
[0015]
Further, the divided core material may adopt a configuration in which another divided core material extends along the divided portion of one divided core material. With this configuration, since the other core materials arranged in parallel at the divided portion of the one core material withstand the bending stress in the cross-track direction, the pavement board can secure a predetermined strength against the bending stress. .
[0016]
In a press-molding formwork used for manufacturing a resin level crossing pavement board in which a core material of this configuration is embedded, the forming formwork is provided with a projection for supporting the core material on the bottom plate upper surface. If the projections maintain a predetermined distance between the lower surface of the core material disposed in the mold and the upper surface of the bottom plate, when pressure is applied downward from above during press molding, resin The core material arranged in the raw material does not move downward toward the mold bottom plate. For this reason, the core is not exposed to the bottom of the pavement board, and a predetermined resin thickness from the surface to the core can be ensured.
[0017]
The track to which the pavement plate is attached has a pair of rails fixed to the sleeper with a fastener attached to the upper surface of the sleeper, and when a pavement plate is placed inside the pair of rails, the pavement of the fastener is If the part facing the board is covered with an insulating cover, even if the resin covering the core of the pavement board is damaged, the insulating cover is interposed between the core and the fastener, and the Contact can be avoided.
[0018]
Further, if the sleeper is restrained so as not to move in the direction of the track by inserting a spacing material between adjacent sleepers below the rail, the distance between the end surface of the pavement plate and the fastener can be maintained. It is possible to prevent the rubber from being damaged due to the inadvertent rubbing of the plate and the fastener, and to further increase the safety against short circuit of the track circuit.
[0019]
BEST MODE FOR CARRYING OUT THE INVENTION
One embodiment is shown in FIGS. 1 to 11, and a level crossing pavement plate structure of this embodiment is, as shown in FIGS. 1 and 2, attached to a sleeper 2 arranged on a ballast 3 of a track by a metal leaf spring. And the rail fasteners 4 comprising the fastening bolts 4a are attached to both ends of the sleeper 2 so as to face each other in pairs. The rail R is sandwiched between a pair of fasteners attached to both ends thereof, and the bolts 4a are screwed into the bolt holes of the sleeper 2 so that the leaf springs squeeze both side edges of the rail base portion 7. The rails R, R of the pair are fixed to the sleeper 2 by pressing down on the sleeper 2 side.
[0020]
A railroad crossing 10 is constructed by placing an in-gauge pavement plate 11 inside a pair of rails R, R fixed to the sleeper 2 and an out-of-gauge pavement plate 12 outside between the rails R, R.
[0021]
The both paving boards 11 and 12 are made of rubber, and as shown in FIG. 1, are placed on the sleeper 2 and cross the track which is a part of each of the paving boards 11 and 12 facing the rail R. Direction (the direction indicated by the arrow B in FIG. 2), the ends 25 and 26 are elastically deformed, so that the concave abdomen 6 between the base 7 and the head 5 of the rail R is directed downward from above. The paving boards 11 and 12 are engaged with the rail R and fixed to the track.
[0022]
At this time, as shown in FIG. 1, the in-gauge pavement plate 11 has, at both ends in the crossing direction of the track, wheeled road portions 28, 28 of a predetermined width whose upper surface is lower than the upper surface of the rail R, The two end portions 25, 25 are located at the respective crossing edges of the peripheral road portions 28, 28, and abut against the inner surfaces of the abdomen 6 of the pair of rails R, R and the inner surfaces of the head portion 5. Not to touch. For this reason, a predetermined gap is secured between the head 5 and the pavement plate 11 on the inner side of the rail between the gauges, so that the wheels F of the train do not ride on the pavement plate 11.
[0023]
In addition, one end 26 of the rail-external pavement plate 12 in the crossing direction of the rail contacts the outer surface of the abdomen 6 of the rail R, and the outer surface of the head 5 without gap. In addition, the other end 27 of the off-gauge pavement plate 12 that does not face the rail R contacts the pavement material 30 on the road surface G following the railroad crossing 10 as shown in FIG. Is restrained from moving.
[0024]
As shown in FIG. 6, both paving boards 11 and 12 are provided with pipe holes 24 along the rails R in the vicinity of the ends 25 and 26, respectively. 1), one pipe P is inserted through each of the pavement plates 11 and 11 or the pavement plates 12 and 12 that are fixed adjacent to each other in the pipe hole 24, and are inserted in the line direction. The pavement boards 11 and 11 or 12 and 12 adjacent to each other are connected in the line direction. Patch plates (not shown) that contact the end faces of the connected pavement plates 11, 11 or 12, 12 in the line direction are provided at both ends of the pipe P, and a fastening tool (both of which is inserted into the pipe P) (Not shown)), and the connected pavement plates 11, 11 or 12, 12 are firmly fixed to each other.
[0025]
The pavement plates 11 and 12 have predetermined strength, durability, and abrasion resistance so that the pavement plates 11 and 12 have strength enough to withstand the load of road traffic passing thereover and are not significantly worn due to friction with tires or the like. A pavement comprising a rubber having: and a steel pipe core buried therein, the rubber being interposed between the cores and around the core to form a predetermined shape, and a core buried therein. A plate is formed.
[0026]
As shown in FIGS. 2 and 3, the core buried in the pavement plate 11 between the rails is, as shown in FIGS. The upper core member 21 includes lower core members 22 and 23 in the transverse direction of the line which receive both ends of the upper core member 21 in the line direction below. The upper core member 21 and the lower core member 22 or the upper core member 21 and the lower core member 23 are arranged in the pavement plate 11 at a predetermined interval, and the lower core member 22 and the lower core member The member 23 is arranged at a predetermined interval. Further, the core material buried in the outer gauge pavement plate 12 is composed of only the upper core material 21 arranged in parallel in the line direction.
[0027]
As shown in FIGS. 4 and 5, at both ends of the pavement plate 11 in the line direction, support portions 19 mounted on the upper surface of the sleeper 2 are provided, and the support portions 19 project downward from the lower surface of the pavement plate 11. The lower core member 22 is embedded in the support portion 19 via a rubber having a predetermined covering thickness (the thickness of the rubber from the surface of the pavement plate to the surface of the core member). .
[0028]
As shown in FIGS. 3 to 5, the support portion 19 is provided with a notch 15 so as not to hit the rail fastener 4 on the sleeper 2 so as to avoid the fastener 4. Have been. The core material 22 and the core material 23 are buried side by side, and the length in the line crossing direction differs depending on the buried position and the positional relationship with the notch 15.
[0029]
That is, as shown in FIG. 6B, in a state where the pavement plate 11 is attached to the track, the outer core material 22 of the two core materials 22 and 23 has the end faces (at both ends in the axial direction). The side surface in the cross direction of the track) is embedded in the pavement board 11 so as to face the rail fastener 4 housed in the cutout 15. Further, as shown in FIG. 6A, the inner core material 23 has a length up to near the end 25 of the pavement plate, and the side surfaces (side surfaces in the line direction) of both ends in the axial direction are the same as those of the above. It is embedded in the pavement board 11 so as to face the rail fastener 4.
[0030]
As shown in FIG. 3 or FIG. 4, the core 23 is divided into two parts in the middle of the gauge, and an insulating part made of rubber is interposed between opposing divided surfaces of the divided part of the core 23. The core members 23 are not in contact with each other. The core material 22 extends along the side of the divided portion of the core material 23, and rubber is interposed between the parallel core material 22 and the core material 23, so that the two core materials 22, 23 are provided. Is designed not to touch.
[0031]
In addition, in a general track, the rail R and the fastener 4 slide as shown by an arrow in FIG. 7 due to vibration due to repeated passage of the train and construction errors due to repair work and the like, so that the sleeper 2 moves in the track direction. May move slightly. When the sleeper 2 moves in this way, for example, as shown in FIG. 7, the end face of the notch 15 of the pavement plate 11 may come into contact with the fastener 4. At this time, since the core material 23 is buried from the end surface of the pavement plate via rubber having a predetermined covering thickness, the fastener 4 and the core material 23 do not come into contact even in this state.
[0032]
Also, in the unlikely event that the rubber covering the core material 23 is damaged, the one rail R and the core material 23 come into contact with each other via the fastener 4 and at the same time, the other rail R and the core material 23 come into contact with each other. However, since the insulating portions are interposed between the core members 23, the divided core members 23 do not conduct. Further, the core member 22 arranged in parallel across the divided portion of the core member 23 does not conduct with the core member 23 because rubber is interposed between the core member 23 and the core member 23. . Therefore, no short circuit occurs between the pair of rails R, R via the core material.
[0033]
At this time, the cores 22 and 23 resist the bending stress of the pavement plate 11 in the cross direction of the track, so that the core 22 can compensate for the decrease in the strength of the divided portion of the core 23.
[0034]
As shown in FIG. 7, the fastener 4 covers the notch 15 of the pavement plate 11 of the fastener 4 with a cover 20 having an insulating function.
[0035]
As shown in FIG. 8, the insulating cover 20 includes a top plate 20 a that covers the upper surface of the leaf spring, which is a portion where the fastener 4 faces the notch 15 of the pavement plate 11, and a side surface in the leaf spring line direction. The top plate 20a has a hole 20c through which the fastening bolt 4a is inserted. As the material, an insulating rubber may be used, or another insulating resin may be used. By attaching the insulating cover 20, the thickness of the insulating material interposed between the core material 23 and the fastener 4 is increased, and the contact between the core material 23 and the fastener 4 is more reliably prevented. Can be.
[0036]
Further, since the side plate 20b of the insulating cover 20 comes into surface contact with the end face of the notch 15, the pressure of the contact portion generated when the two come into contact is dispersed. Therefore, it is possible to prevent the fastener 4 from digging into the pavement plate 11 and damaging the rubber of the pavement plate 11.
[0037]
Further, as shown in FIG. 7, when the sleeper 2 moves in the track direction and the paving board 11 is attached without returning the sleeper 2 to the original position, the lower surface of the support portion 19 of the paving board 11 becomes It contacts the fastener 4 upper surface. At this time, since the insulating cover 20 is interposed on the upper surface of the fastener 4, the floating height h with respect to the regular mounting height of the pavement plate 11 shown in the drawing becomes large, and the mounting state of the pavement plate 11 is incomplete. There is an effect that it is easy to visually find something.
[0038]
As described above, the insulating cover 20 is desirably made of an insulating rubber or an insulating resin. In particular, the insulating cover 20 does not require an insulating function and a function of preventing the fastener 4 from biting into the pavement plate 11. Alternatively, when only the effect of improving visibility when the pavement plate 11 comes into contact with the fastener 4 and is in a floating state is required, the material may be a material having no insulating property. For example, a metallic material such as stainless steel may be used.
[0039]
As shown in FIG. 7, a convex tenon 16 is provided on one side surface of each of the side surfaces in the line direction where the pavement plates 11 adjacent in the line direction contact each other, and the other side surface of which is in contact with the other side. The side surface is provided with a concave mortise 17 into which the tenon 16 is fitted. Since the mortise portion 16 is fitted into the mortise hole 17, the pavement plates 11 adjacent to each other in the track direction are securely fitted to each other and stably fixed so as not to move in the vertical direction. Can be prevented. For this reason, the friction between the pavement plate 11 and the fasteners 4 and the sleepers 2 prevents damage to the rubber covering the core members 22 and 23 on the pavement plate surface. The mortise portion 16 and the mortise hole 17 can be provided as necessary in order to prevent the pavement plate from fluttering. The mortise portion 16 and the mortise hole 17 may be provided not only on the inner pavement plate 11 but also on the outer pavement plate 12. The effect of the mortise 16 and the mortise 17 has the effect of strengthening the fixation by increasing the contact area between the two pavement plates as compared with the conventional engagement of the steps 13 and 14 shown in FIG. Since the upper and lower surfaces of the tenon 16 are in contact with the mortise 17, the effect of suppressing the upward movement of the pavement plate is great.
[0040]
In the above configuration, as shown in FIG. 9, a configuration may be adopted in which a sleeper spacing member 29 fitted between adjacent sleepers 2 is attached so that the sleeper 2 does not move in the line direction.
[0041]
As shown in FIG. 10, this spacing member is fitted between adjacent sleepers 2 immediately below the rail R where the pavement plates 11 and 12 are not placed, and the line direction end surface 29 a of the spacing member 29 is provided. However, the contact between the sleeper 2 and the sleeper 2 is prevented from being further reduced. By continuously attaching the spacing member 29 over the mounting range of the railroad crossing pavement plate, the sleeper 2 is prevented from moving in the line direction, and the contact between the support portion 19 of the pavement plate 11 and the fastener 4 is prevented. I try to reduce opportunities. If the upper surface of the spacing member 29 is brought into contact with the lower surface of the base portion 7 of the rail R, the spacing member 29 is more firmly fixed between the sleepers 2, as shown in FIG. Alternatively, some gap may be provided.
[0042]
In addition, since the paving boards 11 and 12 are placed on the sleeper 2 and are appropriately locked, a predetermined space between the adjacent sleepers 2 shown in FIG. The width w2 in the line direction of the pavement boards 11 and 12 is usually the same as the spacing w1. At this time, it is possible to adopt a configuration in which the dimension w2 of the pavement plate is set slightly smaller than the interval w1 of the sleeper 2 within a range of tolerance allowed for the pavement plate. For example, a case is considered in which, while the predetermined sleeper 2 interval w1 is 600 mm, the pavement board width dimension w2 is set to 599 mm. This makes it easy to slightly adjust the position of the pavement boards adjacent to each other in the track direction in the track direction.
[0043]
When this pavement plate is manufactured by press molding, for example, as shown in FIG. 12, core materials 22, 23 and rubber raw materials are arranged at predetermined positions in a mold frame 40, and various vulcanizing materials, reinforcing materials A method of press-molding the mold 40 under a high temperature condition while adding materials and the like is used.
[0044]
At this time, since the pavement board is manufactured by pressing various raw materials in the mold 40 from the upper side to the lower side, the core members 22 and 23 are formed together with the other rubber raw materials by the press. There is a tendency to move towards the lower surface 42 of 40. When the core members 22 and 23 move closer to the lower surface 42, the rubber covering the core members 22 and 23 on the lower surface of the pavement plate may become thinner. It is not preferable that the thickness of the core members 22 and 23 from the surface of the pavement plate is reduced in a portion close to the fastener 4 while being placed on the track.
[0045]
For this purpose, as shown in FIG. 12, a projection 41 for supporting the core members 22 and 23 is provided on the upper surface of the bottom plate 42 of the mold frame 40, and the projection 41 is provided on the lower surface of the core members 22 and 23 arranged in the mold frame 40. And the upper surface of the bottom plate 42 is maintained at a predetermined distance. After the pavement plate is formed and removed from the formwork 40, the hole 18 from which the protrusion 41 has been removed remains on the back surface of the pavement plate. Therefore, it is desirable to appropriately fill this portion with rubber or the like.
[0046]
As a formwork for press-molding a railroad crossing pavement plate, the formwork 40 is not limited to the production of rubber-made pavement plates, but can be used for the production of other resin-made pavement plates.
[0047]
In the above-described embodiment, the core material in the cross-track direction is divided into two in the middle between the pair of rails R, R. However, the division of the core material also employs aspects other than this embodiment. I can do it. For example, the number of divisions of one core member 23 may be increased to three or more. Further, as long as the other core material 22 extends along the side of the divided portion, it is possible to maintain the strength of the pavement board. Therefore, the one core material 23 and the other core material 22 are divided respectively. Thus, the positions of the divided portions of the core member 22 and the core member 23 may be shifted from each other so as not to be aligned at the same position. The number of core materials embedded in one support portion 19 is not limited to two, and may be three or more, or one as long as the strength of the pavement board is maintained. Is also good. When the upper core 21 buried in the line direction is used together, the embedment form of the upper core 21 is arbitrary, but rubber is provided between the upper core 21 and the lower cores 22 and 23. It is desirable to intervene so as not to contact.
[0048]
In this embodiment, a fastener 4 for fixing the rail R is attached to the sleeper 2 having a bolt hole, and the fastener 4 is composed of a leaf spring and a fastening bolt 4a. Is not limited to the track structure of the embodiment, and the type of sleeper used, the type of fastener, the type of rail, and the like can be freely selected by changing the design dimensions of the pavement board. Also, this pavement pavement plate structure can be adopted in a pavement plate made of resin other than rubber.
[0049]
【The invention's effect】
According to the present invention, as described above, the core material does not cause a short circuit between the pair of rails, and the core material is exposed to the surface due to damage during the manufacturing process of the pavement plate or during use of the pavement plate. Can be prevented.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of one embodiment. FIG. 2 is a perspective view showing a mounting state of a pavement plate. FIG. 3 is a plan view showing a laying state of a pavement plate in a rail of the same embodiment. FIG. FIG. 5 is a cutaway front view of the inner pavement plate of FIG. 3, in which (a) is a CC section, (b) is a DD section, and FIG. FIG. 6 (c) is a sectional view taken along line E-E, FIG. 6 (d) is a cross-sectional view taken along line FF. FIG. 6 is a detailed view showing a mounting state of the pavement plate, FIG. b) is a cross section taken along the line DD of FIG. 3 [FIG. 7] A cut-away side view showing an attached state of a pavement plate [FIG. 8] A detailed view of an insulating cover [FIG. 9] A detailed view showing an attached state of a sleeper movement prevention device [FIG. 10 is a perspective view showing the mounting state of the sleeper movement preventing device. FIG. 11 shows the paving plate outside the gauge of FIG. 2, (a) is a plan view, and (b) is a sectional front view showing a GG section of (a). Figure (c) FIG. 12 is a cutaway front view showing an HH cross section of a). FIG. 12 is a perspective view of a molding frame for pavement boards. FIG. 13 is a cross-sectional view of a conventional example. FIG. FIG. 15 is a cut-away side view showing the state of attachment of a conventional pavement board.
2 sleeper 3 ballast 4 rail fastener 4 a fastening bolt 5 rail head 6 rail abdomen 7 rail base 8 bolt 9 pavement plate fixing device 10 railroad crossing 11 rail-to-rail inner pavement plate 12 rail-to-rail outer pavement plate 13, 14 step 15 cutout Reference Signs List 16 mortise section 17 Mortise hole 18 Filling section 19 Supporting section 20 Insulating cover 21 Upper core material 22, 23 Lower core material 24 Pipe holes 25, 26, 27 End 28 Wheel path 29 Spacing material 29a End surface 30 Pavement material 40 Formwork 41 Projection G Road surface R Rail

Claims (5)

A resin level crossing pavement plate which is placed inside the rails R, R of the track and has a core material in the cross direction of the track embedded therein.
A level crossing pavement plate structure, wherein the core material is divided so as to be separated in a cross direction of a track, and an insulating portion is provided between the divided core materials. The crossing pavement plate structure according to claim 1, wherein the divided core material straddles another core material 22 across the divided portion of one of the divided core materials 23, 23. In the press-forming formwork 40 used to manufacture a resin level crossing pavement board with a core material embedded therein,
The molding frame 40 is provided with a projection 41 for supporting the core material on the upper surface of a bottom plate 42. The projection 41 defines the lower surface of the core material and the upper surface of the bottom plate arranged in the mold frame 40 in a predetermined manner. A press-forming formwork for a railroad crossing pavement plate, characterized by being maintained at a distance of: A pair of rails R, R are fixed to the sleeper 2 by fasteners 4 attached to the upper surface of the sleeper 2 of the track, and a resin material in which a core material in the cross direction of the track is embedded inside the pair of rails R, R inside. In the mounting structure of the level crossing pavement plate on which the level crossing pavement plate 11 is placed,
A part of the fastener (4) facing the pavement plate is covered with an insulating cover (20). A pair of rails R, R are fixed to the sleeper 2 by fasteners 4 attached to the upper surface of the sleeper 2 of the track, and a resin material in which a core material in the cross direction of the track is embedded inside the pair of rails R, R inside. In the mounting structure of the railroad crossing pavement plate on which the railroad crossing pavement plate 11 is placed,
By inserting a spacing member 29 between the adjacent sleepers 2 below the rails R, R, the sleeper 2 is restrained from moving in the line direction, and the distance between the end surface of the pavement plate 11 and the fastener 4 is reduced. A mounting structure for a railroad crossing pavement plate, characterized in that it is maintained.

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