JP3936950B2 - Barrier-free rail side gap closing structure and rail side gap closing method - Google Patents

Description

  The present invention relates to a structure for closing a gap on the side of a rail in a track pavement structure in which a pavement member is installed in the vicinity of a track and constitutes a road surface, and a method thereof.

  Conventionally, a railroad crossing where a railroad track and a road intersect with each other has been paved to be used for traffic such as pedestrians and automobiles. As an example, although not shown in the figure, there is a railroad crossing in which a covering material made of wood or stone is laid on the inside and outside of two rails (rails). In the case of this paving material, a guard rail is laid between the inner side of the two rails and the laying material, and the space that should be secured by this guard rail so that the wheel flanges of the railway vehicle can pass without hindrance. A “flange way” was formed.

  Further, in recent years, on level crossings where road width is large and road traffic is large, as shown in FIGS. 9 (A) and 9 (B), sleepers at level crossings are removed and reinforced concrete (RC) is used instead. The plate-shaped connecting raceway plate 21 made of prestressed concrete (PC) or the like is used, and the left and right rails R3 and R4 are respectively provided in two rail receiving recesses 21a and 21b provided on the upper surface of the connection raceway plate 21. A railroad crossing pavement structure called “joining track” that is housed and fastened and supported by mounting bolts 31 and 36 and nuts 30 and 35 is used. Reference numerals 22 and 23 in FIG. 9A are plate-shaped pavement blocks made of reinforced concrete (RC), prestressed concrete (PC), or the like. In FIG. 9A, reference numerals F3 and F4 indicate flange ways.

  On level crossings with large road width and high road traffic, reinforced concrete (RC) or prestressed concrete can be used without removing the sleepers at the level crossings as shown in FIGS. 10 (A) and 10 (B). (PC) etc., using a plate-like level crossing pavement plate (inner rail side level crossing pavement plate 1, outer rail side level crossing pavement plate 2 and 3). There is also known a level crossing pavement structure (hereinafter referred to as a “scientific-type pavement plate type level crossing pavement structure”) that paves a level crossing point by being attached to the upper surface of the outer sleeper T.

  As shown in FIG. 10 (B), in this research-type pavement plate type railroad crossing pavement structure, each railroad crossing pavement plate (for example, inner rail) is formed by a connecting plate 7 and mounting bolts 91 and 92 that support the rail (for example, R1) from below. The rail side crossing pavement plate 1 and the outer rail side crossing pavement plate 2) are fixed to the track. In FIG. 10A, reference signs F1 and F2 indicate flange ways.

  In the above-described conventional articulated track or soken-type paving board type railroad crossing pavement structure, the rubber chutes 32 and 37 or the rubber chute 84 are provided near the head or abdomen of the rail so as to be parallel to the longitudinal direction of the rail. is set up. These rubber chutes are beam-like members and are arranged so that the longitudinal direction thereof is parallel to the longitudinal direction of the rail.

  One of the conventional reasons why these rubber chutes 32 and the like are arranged in the vicinity of the rails is to prevent the trains and the like from causing “climbing derailment” due to snow accumulation in the flange way in the snowfall area. It was. These rubber chutes are made of rubber materials including natural rubber and artificial rubber.

  In addition to the rubber material, a metal material, a synthetic resin material, wood, or the like may be used as a material for the member for filling the gap on the rail side. However, electrical insulation is required due to contact with the rail, elastic deformation can be used when fitting in a narrow gap, snow and ice are difficult to adhere, impacted snow and ice are hit and elastic deformation accompanying it, etc. A rubber material is used for the reason that it can be easily broken.

  Furthermore, in recent years, it has been required to prevent a wheel such as a wheelchair or a bicycle traveling on a railroad crossing or a human foot walking from falling on the flange way. For this reason, a railroad crossing protective material configured to deform when the wheel flange of a railroad train or the like travels, but also closes the flange way when the train or the like does not travel has been proposed (for example, Patent Document 1).

However, the conventional railroad crossing protective material described in Patent Document 1 described above is merely accommodated in the gap on the side of the rail and is not fixed to any portion. For this reason, when some kind of impact is applied from above, such as traveling by car or traveling by train, there is a risk that the rail will be lifted upward from the gap on the side of the rail.
JP 2001-254303 A

  The present invention has been made to solve the above-mentioned problems, and the problem to be solved by the present invention is that the side of the rail is closed except when the train is running, and can be deformed when the wheel flange of the railroad train is running. Accordingly, it is an object of the present invention to provide a rail side gap closing structure and a rail side gap closing method that are safe for wheelchairs and bicycles, and that do not come off due to an impact.

In order to solve the above problems, a barrier-free rail side gap closing structure according to claim 1 of the present invention is
A structure in which a pavement member is installed in the vicinity of the track to close the gap on the side of the rail in the track pavement structure constituting the road surface,
A rod-like member support fixing means attached to any part of the track pavement structure;
A first rod-like member and a second rod-like member attached to the rod-like member support fixing means by attachment means;
It is made of a rubber-based material and is formed in a substantially beam shape. The ceiling portion and two side portions are surrounded by a thin-walled portion, and has a substantially rectangular deformation cavity inside the upper side. The first rod-shaped member can be accommodated in a concave portion formed in a groove shape extending in the longitudinal direction and opened to one side, and the concave portion formed in a groove shape extending in the longitudinal direction is formed in the second rod shape. A closing rubber member having a second receiving groove that can accommodate the member and that is open to the other side;
The first rod-shaped member is accommodated in the first accommodating groove of the closing rubber member, the second rod-shaped member is accommodated in the second accommodating groove, and the first rod-shaped member and the second rod-shaped member are accommodated. Both ends of the rod-shaped member are supported and fixed to the rod-shaped member support / fixing means by the mounting means, the longitudinal axis of the closing rubber member is parallel to the longitudinal direction of the rail, and the ceiling portion of the thin portion is the rail of the rail. It is arranged so that it is at the same height as the upper surface of the head and one side of the thin part is near the side of the head of the rail, and receives the pressing force from the flange of the wheel running on the rail. and if deformed toward the inside of the thin portion is the modified cavity, on substantially closed such that a gap does not occur in the vicinity of the head side of the rail when the wheel does not travel of the rail ,
Protruding walls that are parts made of concrete and projecting from the inner side wall toward the rail are intermittently arranged at predetermined intervals in the rail longitudinal direction on both of the inner side walls of the rail receiving recess of the pavement member,
An intermediate support member made of a synthetic resin material and formed in a substantially beam shape is installed below the blocking rubber member at a location where the protruding wall is provided, and the blocking member is provided at the top of the intermediate support member. A rubber member support surface capable of supporting the bottom surface of the rubber member from below is formed, and a protruding wall contact surface capable of being in close contact with the most protruding surface of the protruding wall is formed on a side portion of the intermediate support member. In addition, an inclined rail mounting surface that can be mounted on the upper surface of the bottom of the rail is formed at the bottom of the intermediate support member .

Moreover, the barrier-free rail side gap closing structure according to claim 2 of the present invention is
The barrier-free rail side gap closing structure according to claim 1,
The first rod-like member and the second rod-like member are supported so as not to bend or bend.

Moreover, the barrier-free rail side gap closing structure according to claim 3 of the present invention is
The barrier-free rail side gap closing structure according to claim 1,
The pavement member is an articulated track plate.

Moreover, the barrier-free rail side gap closing structure according to claim 4 of the present invention is
In the barrier-free rail side gap closing structure according to claim 3,
The bar-shaped member support fixing means is attached to the inside of the rail receiving recess of the articulated track plate or to any location of the rail fastening device.

Moreover, the barrier-free rail side gap closing structure according to claim 5 of the present invention is
The barrier-free rail side gap closing structure according to claim 4,
The rod-shaped member support and fixing means is attached to a tie plate installed in a rail receiving recess provided in the articulated track plate.

The barrier-free rail side gap closing structure according to claim 6 of the present invention is
The barrier-free rail side gap closing structure according to claim 1 ,
A rubber member movement restriction that is adjacent to the rubber member support surface and protrudes upward at the top of the intermediate support member so as to prevent the bottom of the closing rubber member from moving closer to the rail. It is characterized in that a part is formed.

Moreover, the barrier-free rail side gap closing structure according to claim 7 of the present invention is
The barrier-free rail side gap closing structure according to claim 1,
The pavement member is a pavement board.

Moreover, the barrier-free rail side gap closing structure according to claim 8 of the present invention is
The barrier-free rail side gap closing structure according to claim 7 ,
The bar-shaped member support fixing means is attached to any part of the pavement board.

Moreover, the barrier-free rail side gap closing structure according to claim 9 of the present invention is
The barrier-free rail side gap closing structure according to claim 1,
Rod-shaped member joining means for linking the first rod-shaped member or the second rod-shaped member in the longitudinal direction of the rail;
It has a joint part supporting means for supporting the rod-shaped member joining means.

A rail side gap closing method according to claim 10 of the present invention is as follows.
A method of closing a gap on the side of a rail in a track pavement structure in which a pavement member is installed in the vicinity of the track and constitutes a road surface,
A stick member support fixing means is attached to any part of the track pavement structure,
It is made of a rubber-based material and is formed in a substantially beam shape. The ceiling portion and two side portions are surrounded by a thin-walled portion, and has a substantially rectangular deformation cavity inside the upper side. The first rod-shaped member can be accommodated in a concave portion formed in a groove shape extending in the longitudinal direction and opened to one side, and the concave portion formed in a groove shape extending in the longitudinal direction is formed in the second rod shape. Using a rubber member for closure that has a second accommodation groove that can accommodate the member and that opens to the other side,
The first rod-shaped member is accommodated in the first accommodating groove of the closing rubber member, the second rod-shaped member is accommodated in the second accommodating groove of the closing rubber member, and the first Both ends of the rod-like member and the second rod-like member are supported and fixed to the rod-like member support and fixing means by attachment means, and the longitudinal axis of the closing rubber member is parallel to the longitudinal direction of the rail and the ceiling of the thin portion From a flange of a wheel that travels on the rail, and is arranged so that the portion is substantially at the same height as the top surface of the head of the rail and one side of the thin portion is near the side of the head of the rail. The thin portion is deformed toward the inside of the deformation cavity when the pressing force is applied, and when the wheel does not travel on the rail, there is no gap near the side of the head of the rail. Almost occluded ,
Protruding walls that are parts made of concrete and projecting from the inner side wall toward the rail are intermittently arranged at predetermined intervals in the rail longitudinal direction on both of the inner side walls of the rail receiving recess of the pavement member,
An intermediate support member made of a synthetic resin material and formed in a substantially beam shape is installed below the blocking rubber member at a location where the protruding wall is provided, and the blocking member is placed on the top of the intermediate support member. A rubber member support surface that can support the bottom surface of the rubber member from below is formed, and a protruding wall contact surface that can be in close contact with the most protruding surface that is the most protruding surface of the protruding wall is formed on the side portion of the intermediate support member. In addition, an inclined rail mounting surface that can be mounted on the upper surface of the bottom of the rail is formed at the bottom of the intermediate support member .
A rail side gap closing method according to claim 11 of the present invention is:
In the rail side gap closing method according to claim 10,
A rubber member movement restriction that is adjacent to the rubber member support surface and protrudes upward at the top of the intermediate support member so as to prevent the bottom of the closing rubber member from moving closer to the rail. Forming part
It is characterized by.
A rail side gap closing method according to claim 12 of the present invention is as follows.
In the rail side gap closing method according to claim 10,
The pavement member is an articulated track plate
It is characterized by.

Barrier-free rail side gap closing structure and rail side gap closing method according to the present invention include a bar-like member support fixing means attached to any part of the track pavement structure, and a means for attaching to the bar-like member support fixing means. The first rod-like member and the second rod-like member that are attached by the above-mentioned, and formed of a rubber-based material in a substantially beam shape, the ceiling portion and the two side portions are surrounded by a thin-walled portion, and a substantially rectangular deformation cavity inside the upper portion A first receiving groove that can receive the first rod-like member in a recess formed in a groove shape extending in the longitudinal direction and that opens in one side is provided below the deformation cavity, and extends in the longitudinal direction. Since the rubber member for closure which can receive the 2nd rod-like member in the concave part formed in the shape of a groove and has the 2nd accommodation groove opened to the other side is provided, the first accommodation groove of the rubber member for closure is provided. While accommodating the first rod-shaped member inside A second rod-shaped member is accommodated in the second accommodating groove, and both ends of the first rod-shaped member and the second rod-shaped member are supported and fixed to the rod-shaped member support fixing means by the mounting means, and the longitudinal axis of the closing rubber member Is arranged in parallel with the longitudinal direction of the rail, the ceiling portion of the thin portion is substantially at the same height as the top surface of the head of the rail, and one side of the thin portion is near the side of the head of the rail, When a pressing force is applied from the flange of the wheel that runs on the rail, the thin-walled portion deforms toward the inside of the deformation cavity, and when the wheel does not run on the rail, the side of the head of the rail It can be almost closed so that there is no gap in the vicinity ,
Further, since the closing rubber member is placed on the rubber member support surface of the intermediate support member, the first rod-like member and the second rod-like member are supported so as not to be bent or curved. , Has the advantage of.

  The embodiment described below includes a rod-like member support fixing means attached to any part of the track pavement structure, a first rod-like member and a second rod-like member attached to the rod-like member support fixing means by the attachment means, and a rubber system It is made of a material and is formed in a substantially beam shape. The ceiling and the two sides are surrounded by a thin part, and has a substantially rectangular deformation cavity inside the upper part. The first rod-shaped member can be accommodated in the recessed portion formed in the extending groove shape, and the second rod-shaped member can be accommodated in the first accommodating groove opened to one side and the recessed portion formed in the groove shape extending in the longitudinal direction. Since the rubber member for closure which has the 2nd accommodation slot opened on the other side was provided, while storing the 1st rod-like member in the 1st accommodation groove of the rubber member for closure, The second rod-shaped member is accommodated in the first rod-shaped member and the first rod-shaped member. Both ends of the rod-like member are supported and fixed to the rod-like member support / fixing means by the mounting means, the longitudinal axis of the closing rubber member is parallel to the longitudinal direction of the rail, and the ceiling portion of the thin wall portion is connected to the top surface of the head of the rail. If it is positioned so that it is at approximately the same height and one side of the thin part is near the side surface of the head of the rail, and it receives a pressing force from the flange of the wheel that runs on the rail, the thin part will When the wheel is deformed toward the inside of the deformation cavity and the wheel does not travel on the rail, it can be almost closed so that a gap is not generated near the side of the head of the rail. This is the best configuration.

  Examples of the present invention will be described below. Prior to the description of the first embodiment of the present invention, with reference to FIG. 11 and FIG. 12, the description of the connecting track to which the first embodiment of the present invention is applied (hereinafter referred to as “connected track with protruding wall”). I do.

  11 and 12, the connecting track with protruding walls uses a plurality of connecting track plates 138 which are plate-like concrete blocks made of reinforced concrete (RC), and the whole is inserted and tightened by inserting a PC steel rod into the hole 140. The whole is integrated, and the rail R5 is accommodated in each of the two rail accommodating recesses 139 provided on the upper surface of the connecting raceway plate 138. In this case, the rail receiving recess 139 is not a simple groove-shaped recess, but is a protruding wall 141 that is a portion made of concrete and protruding from the inner wall 139a toward the rail R5 on both of the inner walls 139a of the rail receiving recess 139. Are intermittently arranged at predetermined intervals in the rail longitudinal direction. In this case, the most protruding vertical plane of the protruding wall 141 is the most protruding surface 141a.

  In this case, the tie plate 143 includes a tie plate pad 145, a tie plate fastening nut 146, a tie plate fastening spring 147, a tie plate fastening washer 148 and the like on the bottom surface of the rail housing recess 139. It is attached via. The rail R5 is fastened on the tie plate 143 via the rail pad 144 by fastening devices (not shown) such as bolts, nuts, V springs, and clips.

  Next, a first embodiment of the present invention will be described. FIG. 1 is a first cross-sectional view showing a configuration in the vicinity of a rail of a barrier-free level crossing pavement structure according to a first embodiment of the present invention. FIG. 2 is a second cross-sectional view showing the configuration in the vicinity of the rail of the barrier-free level crossing pavement structure according to the first embodiment of the present invention. FIG. 3 is a view showing a configuration of a closing rubber member used in the barrier-free type railroad pavement structure according to the first embodiment of the present invention. FIG. 4 is a diagram showing a configuration of an example of a PC steel bar support fitting used in the barrier-free type railroad pavement structure according to the first embodiment of the present invention. FIG. 6 is a view showing a configuration of an intermediate support member used in the barrier-free level crossing pavement structure according to the first embodiment of the present invention. The barrier-free level crossing pavement structure according to the first embodiment is an improvement of the crossing pavement structure constituted by the connecting track described with reference to FIGS. is there.

  Next, the attachment and support of the closing rubber member of the first embodiment to the articulated track plate will be described.

  First, as shown in FIGS. 1 and 2, the tie plate pad 142 is laid in the rail housing recess 139. Next, the tie plate 143 is installed. Next, the rail pad 144 is laid. On top of that, a rail R5 is installed. In this case, the lateral and upper spaces of the left side surface R5b of the head of the rail R5 in FIGS. 1 and 2 are flange ways through which the flanges of the wheels of the railway vehicle pass.

  Next, as shown in FIG. 2, the clip member 28 is installed so as to press the upper surface of the bottom plate of the rail R <b> 5. In this state, the bottom plate portion 45A1 of the PC steel rod support fitting 45A is disposed on the upper surface of the clip member 28, and the mounting bolt 31 is inserted from below the bolt hole 45A5 provided in the bottom plate portion 45A1. The lower end of the mounting bolt 31 in FIG. 2 has a substantially “T” shape and is locked by a recess (not shown) provided in a part of the tie plate 143. Thereafter, the nut 30 is fastened via the bamboo cocoon spring 29, whereby the PC steel rod support fitting 45A is attached to the clip member 28, and the clip member 28 fastens the rail R5 to the tie plate 143.

  The tie plate 143 is fixed to the connecting raceway plate 138 by a tie plate fastening bolt 145, a tie plate fastening nut 146, a tie plate fastening spring 147, and a tie plate fastening washer 148 shown in FIG. . In this case, the lower end of the tie plate fastening bolt 145 in the drawing has a substantially “T” shape (not shown), and is a recess provided at the bottom of the rail receiving recess 139 of the connecting raceway plate 138 ( (Not shown).

  Next, as shown in FIG. 1, an intermediate support member 50 </ b> A is installed at a location where the protruding wall 141 is provided in the rail housing recess 139. In this case, the rubber member support surface S1 of the intermediate support member 50A is the top surface, and the protruding wall contact surface S2 of the intermediate support member 50A faces sideways so as to be in close contact with the most protruded surface 141a of the protrusion wall 141. In addition, the rail mounting surface S3 of the intermediate support member 50A is disposed so as to be mounted on the bottom upper surface R5b of the rail R5 facing downward.

  Next, the bottom B of the closing rubber member 40 is placed on the rubber member support surface S1 of the intermediate support member 50A.

  Next, through holes 45A6 and 45A7 provided in the upright plate portion 45A2 erected substantially vertically from the bottom plate portion 45A1 of the two PC steel rod support fittings 45A attached as described above, and the PC steel rod The first PC steel rod 43A and the second PC steel rod 44A are inserted into insertion holes 45A6 and 45A7 (see FIG. 4) provided in the upright plate portion 45A2 (see FIG. 4) of the support metal fitting 45A, respectively.

  At this time, the first PC steel rod 43 </ b> A is accommodated in the first accommodation groove 41 of the closing rubber member 40. Further, the second PC steel bar 44 </ b> A is accommodated in the second accommodation groove 42 of the closing rubber member 40.

  Thereafter, the nuts 46A and 47A are fastened to both ends of the first PC steel rod 43A and the second PC steel rod 44A via washers 48A and 49A, whereby a tensile force is applied to the first PC steel rod 43A and the second PC steel rod 44A. Is granted. As a result, the longitudinal axis of the closing rubber member 40 is parallel to the longitudinal direction of the rail R5, the ceiling thin portion C1 is substantially at the same height as the top surface of the head of the rail R5, and one of the side thin portions C3. Are arranged so that the side portion is located along the side surface of the head of the rail R5. In this case, a tensile force is applied to the first PC steel rod 43A and the second PC steel rod 44A, and the closing rubber member 40 is placed on the rubber member support surface S1 of the intermediate support member 50A. The first PC steel bar 43A and the second PC steel bar 44A are supported so as not to be bent or curved.

  In this case, the height positions of the first PC steel bar 43A and the second PC steel bar 44A, nuts, washers, and the like are arranged to be lower than the flange lower ends of the wheels of the railway vehicle.

  In this way, the closing rubber member 40 is attached to the PC steel bar support fittings 45A at both ends by the PC steel bars 43A and 44A. As a result, the state shown in FIGS. 1 and 2 is obtained. In the state shown in FIG. 1, the flange way (the portion of the rail R5 on the left side of the head in FIGS. 1 and 2) has a gap in the vicinity of the side of the head of the rail R5. It is almost occluded so as not to occur. The distance between the head side surface (the left side surface in FIG. 1) of the rail R5 and the side surface (the right side surface of the right thin portion C3 in FIG. 1) of the closing rubber member 40 is about 1 to 10 millimeters.

  FIG. 3 is a view showing a detailed configuration of the closing rubber member 40. The closing rubber member 40 is made of a rubber material and is formed in a substantially beam shape. The closing rubber member 40 has a thin portion C1 on the ceiling and side thin portions C2 and C3 on two sides, and a substantially rectangular deformation cavity H in the upper side surrounded by these. have. Also, below the deformation cavity H is a recess formed in a groove shape extending in the longitudinal direction, and can accommodate the first PC steel rod 43A and open to one side (left side in FIGS. 1 and 2). The first receiving groove 41 is provided. Also, below the deformation cavity H, a recess formed in a groove shape extending in the longitudinal direction can accommodate the second PC steel rod 44A and open to one side (right side in FIGS. 1 and 2). The second receiving groove 42 is provided. In addition, the lower part of the first accommodation groove 41 and the second accommodation groove 41 is a substantially T-shaped bottom B.

  Moreover, although the thickness of these thin parts C1-C3 can be about 4.5-8.5 millimeters, a preferable value is 6-7 millimeters.

  The above-mentioned rubber-based material includes not only natural rubber and artificial rubber, but also a concept including a composite material formed by using natural rubber or artificial rubber as a base material (matrix), mixing reinforcing members in the matrix, and dispersing and arranging them. It is a material.

  FIG. 4 is a diagram showing a detailed configuration of the PC steel bar support fitting 45A. As shown in FIG. 4, the PC steel rod support bracket 45A is manufactured by cutting, bending and punching a steel plate, and is bent substantially vertically from a flat bottom plate portion 45A1 and one end portion of the bottom plate portion 45A1. It has an upright plate portion 45A2 erected by processing or the like. A bolt hole 45A5 having a circular cross section is formed in the bottom plate portion 45A1. The upright plate portion 45A2 is provided with insertion holes 45A6 and 45A7 having a circular cross section.

  Also, other configurations of the PC steel rod support fitting are possible. FIG. 5 is a diagram showing a detailed configuration of a PC steel bar support bracket 45B having another configuration. As shown in FIG. 5, the PC steel bar support fitting 45B is made of cast steel by casting, and includes a flat bottom plate portion 45B1 and an upright plate portion 45B2 erected substantially vertically from one end of the bottom plate portion 45B1. The reinforcing plate portion 45B3 for reinforcing the upright plate portion 45B2 is provided. The reinforcing plate portion 45B3 is joined to the bottom plate portion 45B1 and the upright plate portion 45B2. A bolt hole 45B5 having a circular cross section is formed in the bottom plate portion 45B1. The upright plate portion 45B2 is provided with insertion holes 45B6 and 45B7 having a circular cross section.

  FIG. 6 is a diagram showing a detailed configuration of the intermediate support member 50A. The intermediate support member 50A is made of a synthetic resin material (plastics) and has a substantially beam shape. A rubber member support surface S1, which is a flat surface capable of supporting the bottom surface of the closing rubber member 40 from below, is formed on the top of the intermediate support member 50A. In addition, a protruding wall contact surface S2 that can be in close contact with the most protruding surface 141a, which is the most protruding surface of the protruding wall 141, is formed on the side portion of the intermediate support member 50A. In addition, an inclined rail mounting surface S3 that can be mounted on the bottom surface R5b of the rail R5 is formed on the bottom of the intermediate support member 50A. A rubber member movement restricting portion P is formed at the top of the intermediate support member 50A. The rubber member movement restricting portion P is a portion that is adjacent to the rubber member support surface S1 and protrudes upward. The rubber member movement restricting portion P performs restriction so as to prevent the bottom B of the closing rubber member 40 from moving so as to approach the rail R5 (lateral deviation).

  FIG. 7 is a diagram for explaining the operation of the barrier-free level crossing pavement structure according to the first embodiment of the present invention. FIG. 7 shows a case where the wheel W travels on the rail R5. In other words, when a pressing force is applied from the flange W1 of the traveling wheel W, the ceiling thin portion C1 of the closing rubber member 40 and the right side thin portion C3 in the figure are deformed by the elasticity of the rubber-based material. It deforms toward the inside of the working cavity H and is crushed as shown in FIG. For this reason, traveling of the wheel W is performed without any trouble.

  Further, when the wheel W does not travel on the rail R5, the state is as shown in FIG. 1 and FIG. 2, and the vicinity of the left side of the head of the rail R5 is almost closed, and almost no gap is generated. For this reason, it is possible to prevent a wheel of a wheelchair or a bicycle traveling on a railroad crossing or a human foot walking from falling.

  With the configuration as described above, the closing rubber member 40 is attached to the PC steel rod support bracket 45A or 45B by the first PC steel rod 43A and the second PC steel rod 44A in the articulated track of the first embodiment. There is no. In addition, it deforms when the wheel flange of a railroad train etc. travels, but when the train etc. does not travel, the part corresponding to the flange way is almost closed, preventing the wheelchair wheels from falling, etc. "

  In the first embodiment described above, the articulated track plate 138 corresponds to the paving member in the claims. The PC steel bar support brackets 45A and 45B correspond to the bar-shaped member support fixing means in the claims. Further, the first PC steel bar 43A corresponds to the first bar-shaped member in the claims. The second PC steel bar 44A corresponds to the second bar-shaped member in the claims.

  In the first embodiment described above, the space on the right side of the head of the rail R5 may be closed with any member because the rail wheel flange does not travel. For example, a rubber chute 37 shown in FIG. 9B may be used.

  Next, a second embodiment of the present invention will be described. FIG. 8 is a diagram showing a configuration of a PC steel bar joint member used in the barrier-free type railroad pavement structure according to the second embodiment of the present invention. The barrier-free level crossing pavement structure according to the second embodiment is an embodiment applicable to, for example, an articulated track plate (see FIG. 9) in which no protruding wall is provided. That is, the PC steel bar 43A and the like are improved so that they can be connected and connected in the rail longitudinal direction.

  8, FIG. 8 (A), FIG. 8 (B), and FIG. 8 (C) are diagrams showing the configuration of the PC steel bar joint member 51A. The PC steel rod joint member 51A is made of steel or the like, and includes two columnar portions 51A1 and 51A2 and a square column portion 51A3 having a square cross section that connects the two columnar portions 51A1 and 51A2. Female threaded holes 51A4 and 51A5 are formed in the cylindrical portions 51A1 and 51A2, respectively. Further, the outer diameter of the prism portion 51A3 is set smaller than the outer diameters of the column portions 51A1 and 41A2.

  With the configuration as described above, male screws that can be screwed into the female screw holes 51A4 and 51A5 of the PC steel rod joint member 51A are formed at the ends of the first PC steel rod 43A and the second PC steel rod 44A of the first embodiment. Then, by applying a tool such as a spanner to the rectangular column part 51A3 of the PC steel bar joint member 51A and rotating it, the female screw holes 51A4 and 51A5 of the columnar parts 51A1 and 51A2 of the PC steel bar joint member 51A. It is possible to extend the length of the PC steel bar by screwing together with the male screw at the tip of the PC steel bar 43A or 44A. Both ends of the extended PC steel bar can be supported by the PC steel bar support fitting 45A described above.

  Further, the prismatic part 51A3 of the PC steel bar joint member 51A can be supported by a PC steel bar support fitting (not shown) having a “U” -shaped cutout. Further, this type of PC steel bar support fitting with notches can be attached to the clip member 28 in exactly the same manner as the PC steel bar support fitting 45A shown in FIG.

  Further, the prismatic part 51A3 of the PC steel bar joint member 51A has a smaller outer diameter than the front and rear cylindrical parts 51A1 and 51A2, and the height of the fitting openings 45B7 and 45B8 is the side surface of the prismatic part 51A3 of the PC steel bar joint member 51A. The PC steel rod joint member 51A is supported by a PC steel rod having a “U” -shaped cutout portion because the size is set to be slightly larger than the height of the cylindrical portion and smaller than the outer diameter of the columnar portions 51A1 and 41A2. It is hard to come off from a metal fitting (not shown). The PC steel bar joint member 51A may be a prism (including a hexagonal column in addition to a square column) so that a part thereof can be tightened with a spanner or the like.

  In the second embodiment described above, the PC steel bar joint member 51A corresponds to the bar-shaped member joining means in the claims. Further, the PC steel rod support fitting (not shown) having the “U” -shaped notch corresponds to the joint support means in the claims.

  The present invention is not limited to the above embodiments. Each of the above-described embodiments is an exemplification, and any device that has substantially the same configuration as the technical idea described in the claims of the present invention and has the same operational effects can be used. It is included in the technical scope of the present invention.

  For example, in the above embodiment, as an example of a track pavement structure, an example of configuring a road surface near a railroad crossing that is a plane intersection between a railroad track and a road has been described, but the present invention is not limited to this, and the track is Tracks other than railroad tracks, such as tram tracks, may be used. Also, the pavement location may be a location other than a railroad crossing, for example, near a tram stop, near a road intersection of a tram, or the like.

  Moreover, in the said Example, although the level crossing pavement board demonstrated the example which consists of RC or PC, this invention is not limited to this, Even if it sticks a rubber plate on the surface of other structures, for example, a pavement board Good. If it does in this way, even if it snows in a cold region, it can prevent that snow adheres to a road surface.

  Moreover, the attachment location of a rod-shaped member support fixing means (for example, PC steel rod support bracket 45A etc.) is not limited to the attachment location in each above-mentioned Example. In short, it may be installed anywhere in the track pavement structure.

  Further, in the above-described embodiment, the description has been given by taking the connecting track with the protruding wall and the connecting track without the protruding wall as examples of the track pavement structure provided with the buffer member, but the present invention is not limited thereto. Instead, the buffer member may be applied to a track pavement structure having another configuration. For example, it is also possible to apply the closing rubber member 40 of the above-described embodiment to the research-type pavement plate type crossing pavement structure described in FIG. In this case, the mounting bolt 92 shown in FIG. 11 (B) is used to mount a bracket similar to the above-described PC steel rod support bracket 45A to the mounting member 16, and the first PC steel rod is attached to the PC steel rod support bracket. And the 2nd PC steel bar is supported, and the member similar to the rubber member 40 for closure mentioned above is attached to these PC steel bars. Similarly, the closing rubber member 40 of the above-described embodiment can also be applied to a railroad crossing paved with a track pavement member having another configuration, a floor plate made of wood, stone, or the like. Also in this case, a bracket (bar-shaped member support fixing means) similar to the above-described PC steel bar support bracket 45A or the like is attached to any part of the track pavement structure with a bolt or the like. A steel bar and a second PC steel bar are supported, and a member similar to the above-described closing rubber member 40 may be attached to these PC steel bars.

  You may combine each above-mentioned Example suitably. That is, the form of the PC steel bar support fitting (45A, etc.), the intermediate support member (50A, etc.), and the PC steel bar joint member (51A, etc.) can be appropriately combined.

  INDUSTRIAL APPLICABILITY The present invention can be implemented in a railway business that operates a railway, a civil engineering / building industry that constructs a structure near a railroad crossing, and the like, and can be used in these industries.

BRIEF DESCRIPTION OF THE DRAWINGS It is a 1st cross-sectional view which shows the structure of the rail vicinity of the barrier-free type railroad pavement structure which is 1st Example of this invention. It is a 2nd cross-sectional view which shows the structure of the rail vicinity of the barrier-free type railroad pavement structure which is 1st Example of this invention. It is a figure which shows the structure of the rubber member for obstruction | occlusion used for the barrier free type railroad pavement structure which is 1st Example of this invention. It is a figure which shows the structure of an example of the PC steel bar support metal fitting used for the barrier-free type railroad pavement structure which is 1st Example of this invention. It is a figure which shows the structure of the other example of the PC steel bar support metal fitting used for the barrier-free type railroad pavement structure which is 1st Example of this invention. It is a figure which shows the structure of the intermediate support member used for the barrier-free type railroad pavement structure which is 1st Example of this invention. It is a figure explaining the state of the rubber member for closure at the time of wheel flange passage in the barrier free level crossing pavement structure which is the 1st example of the present invention. It is a figure which shows the structure of the PC steel rod joint member used for the barrier free type railroad pavement structure which is 2nd Example of this invention. It is a figure which shows the structure of the connection track | orbit which is an example of the conventional level crossing pavement structure. It is a figure which shows the structure of the level crossing pavement board which is the other example of the conventional level crossing pavement structure. It is a figure which shows the structure of the connection track | truck with a protrusion wall which has a protrusion wall in a rail accommodation recessed part. It is a figure which shows the structure inside the rail accommodation recessed part in the connection track | orbit with a protrusion wall.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Inner rail side railroad crossing pavement board 2, 3 Outer rail side railroad crossing pavement plate 4, 5, 6 Rubber cradle 7 Connection metal fitting 15a, 15b Protection member 16 Mounting member 16a Flat plate part 16b Slope part 16c Stopper 21 Connecting raceway board 21a, 21b Rail receiving recesses 22, 23 Pavement block 24 PC steel rod 25 Tie plate 26 Rail pad 27 Tie plate pad 28 Clip member 29 Bamboo child spring 30 Nut 31 Mounting bolt 32 Rubber chute 33 Washer 34 Coil spring 35 Nut 36 Mounting bolt 37 Rubber chute 38 Wedge 40 Blocking rubber member 41 First housing groove 42 Second housing groove 43A First PC steel rod 44A Second PC steel rod 45A PC steel rod support bracket 45A1 Bottom plate portion 45A2 Upright plate portion 45A5 Bolt hole 45A6, 45A7 Insertion hole 45B PC steel Bar support bracket 45 B1 Bottom plate portion 45B2 Upright plate portion 45B3 Reinforcement plate portion 45B5 Bolt hole 45B6, 45B7 Insertion hole 46A, 47A Nut 48A, 48B Washer 50A Intermediate support member 51A PC steel rod joint member 51A1, 51A2 Cylindrical portion 51A3 Square column 51A Hole 71 Outer rail plate receiving portion 71a Bolt hole 72 Rail receiving portion 73 Inner rail plate receiving portion 73a Bolt hole 73b Slope portion 73c Plane portion 81 Pad 82, 83 Insulating material 84 Rubber chute 91, 92 Mounting bolt 93 Nut 94 Bamboo child spring 95 Washer 138 Articulated track plate 139 Rail receiving recess 139a Inner wall 140 Hole 141 Projecting wall 141a Most projecting surface 142 Tie plate pad 143 Tie plate 144 Rail pad 145 Tie plate fastening bolt 146 Tie plate fastening nut 147 It plate fastening spring 148 Tie plate fastening washer B Closing rubber member bottom C1 Ceiling thin part C2, C3 Side thin part F1-F4 Flange way H Deformation cavity P Rubber member movement restricting part R1-R5 Rail R5a Head side R5b Bottom top surface S1 Rubber member support surface S2 Projection wall contact surface S1 Rail mounting surface T Sleeper W Wheel W1 Flange

Claims (12)

A structure in which a pavement member is installed in the vicinity of the track to close the gap on the side of the rail in the track pavement structure constituting the road surface,
A rod-like member support fixing means attached to any part of the track pavement structure;
A first rod-like member and a second rod-like member attached to the rod-like member support fixing means by attachment means;
It is made of a rubber-based material and is formed in a substantially beam shape. The ceiling portion and two side portions are surrounded by a thin-walled portion, and has a substantially rectangular deformation cavity inside the upper side. A first accommodation groove that can accommodate the first rod-like member in a recess formed in a groove shape extending in the longitudinal direction and that is open to one side;
A closing rubber member having a second receiving groove that can receive the second rod-like member in a recess formed in a groove shape extending in the longitudinal direction and that is open to the other side;
The first rod-shaped member is accommodated in the first accommodating groove of the closing rubber member, the second rod-shaped member is accommodated in the second accommodating groove, and the first rod-shaped member and the second rod-shaped member are accommodated. Both ends of the rod-shaped member are supported and fixed to the rod-shaped member support / fixing means by the mounting means, the longitudinal axis of the closing rubber member is parallel to the longitudinal direction of the rail, and the ceiling portion of the thin portion is the rail of the rail. It is arranged so that it is at the same height as the upper surface of the head and one side of the thin part is near the side of the head of the rail, and receives the pressing force from the flange of the wheel running on the rail. and if deformed toward the inside of the thin portion is the modified cavity, on substantially closed such that a gap does not occur in the vicinity of the head side of the rail when the wheel does not travel of the rail ,
Protruding walls that are parts made of concrete and projecting from the inner side wall toward the rail are intermittently arranged at predetermined intervals in the rail longitudinal direction on both of the inner side walls of the rail receiving recess of the pavement member,
An intermediate support member made of a synthetic resin material and formed in a substantially beam shape is installed below the blocking rubber member at a location where the protruding wall is provided, and the blocking member is provided at the top of the intermediate support member. A rubber member support surface capable of supporting the bottom surface of the rubber member from below is formed, and a protruding wall contact surface capable of being in close contact with the most protruding surface of the protruding wall is formed on a side portion of the intermediate support member. In addition , a barrier-free rail lateral gap closing structure is characterized in that an inclined rail mounting surface that can be mounted on the upper surface of the bottom of the rail is formed at the bottom of the intermediate support member . The barrier-free rail side gap closing structure according to claim 1,
The barrier-free rail side gap closing structure, wherein the first rod-shaped member and the second rod-shaped member are supported so as not to bend or bend. The barrier-free rail side gap closing structure according to claim 1,
The pavement member is an articulated track plate. A barrier-free rail side gap blockage structure. In the barrier-free rail side gap closing structure according to claim 3,
The barrier-shaped rail side gap closing structure characterized in that the bar-shaped member support fixing means is attached to either the inside of the rail receiving recess of the articulated raceway plate or a portion of the rail fastening device. The barrier-free rail side gap closing structure according to claim 4,
The barrier-free rail side gap closing structure, wherein the bar-like member support fixing means is attached to a tie plate installed in a rail receiving recess provided in the articulated track plate. The barrier-free rail side gap closing structure according to claim 1 ,
A rubber member movement restriction that is adjacent to the rubber member support surface and protrudes upward at the top of the intermediate support member so as to prevent the bottom of the closing rubber member from moving closer to the rail. A barrier-free rail side gap closing structure characterized in that a portion is formed . The barrier-free rail side gap closing structure according to claim 1,
The pavement member is a pavement board, and is a barrier-free rail side gap blockage structure. The barrier-free rail side gap closing structure according to claim 7 ,
The bar-like rail side gap closing structure, wherein the bar-like member support fixing means is attached to any part of the pavement plate . The barrier-free rail side gap closing structure according to claim 1,
Rod-shaped member joining means for linking the first rod-shaped member or the second rod-shaped member in the longitudinal direction of the rail;
A barrier-free rail side gap closing structure comprising a joint support means for supporting the rod-shaped member joining means . A method of closing a gap on the side of a rail in a track pavement structure in which a pavement member is installed in the vicinity of the track and constitutes a road surface,
A stick member support fixing means is attached to any part of the track pavement structure,
It is made of a rubber-based material and is formed in a substantially beam shape. The ceiling portion and two side portions are surrounded by a thin-walled portion, and has a substantially rectangular deformation cavity inside the upper side. The first rod-shaped member can be accommodated in a concave portion formed in a groove shape extending in the longitudinal direction and opened to one side, and the concave portion formed in a groove shape extending in the longitudinal direction is formed in the second rod shape. Using a rubber member for closure that has a second accommodation groove that can accommodate the member and that opens to the other side,
  The first rod-shaped member is accommodated in the first accommodating groove of the closing rubber member, the second rod-shaped member is accommodated in the second accommodating groove of the closing rubber member, and the first Both ends of the rod-like member and the second rod-like member are supported and fixed to the rod-like member support and fixing means by attachment means, and the longitudinal axis of the closing rubber member is parallel to the longitudinal direction of the rail and the ceiling of the thin portion From a flange of a wheel that travels on the rail, and is arranged so that the portion is substantially at the same height as the top surface of the head of the rail and one side of the thin portion is near the side of the head of the rail. The thin portion is deformed toward the inside of the deformation cavity when the pressing force is applied, and when the wheel does not travel on the rail, there is no gap near the side of the head of the rail. Almost occluded,
Protruding walls that are parts made of concrete and projecting from the inner side wall toward the rail are intermittently arranged at predetermined intervals in the rail longitudinal direction on both of the inner side walls of the rail receiving recess of the pavement member,
An intermediate support member made of a synthetic resin material and formed in a substantially beam shape is installed below the blocking rubber member at a location where the protruding wall is provided, and the blocking member is placed on the top of the intermediate support member. A rubber member support surface that can support the bottom surface of the rubber member from below is formed, and a protruding wall contact surface that can be in close contact with the most protruding surface that is the most protruding surface of the protruding wall is formed on the side portion of the intermediate support member. And an inclined rail mounting surface that can be mounted on the upper surface of the bottom of the rail is formed on the bottom of the intermediate support member.
A method of closing the gap on the side of the rail characterized by the above. In the rail side gap closing method according to claim 10,
A rubber member movement restriction that is adjacent to the rubber member support surface and protrudes upward at the top of the intermediate support member so as to prevent the bottom of the closing rubber member from moving closer to the rail. Forming part
A method of closing the gap on the side of the rail characterized by the above. In the rail side gap closing method according to claim 10,
The pavement member is an articulated track plate
A method of closing the gap on the side of the rail characterized by the above.

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