CN219260597U - Temporary short sleeper device for rail joint - Google Patents

Temporary short sleeper device for rail joint Download PDF

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Publication number
CN219260597U
CN219260597U CN202320131734.8U CN202320131734U CN219260597U CN 219260597 U CN219260597 U CN 219260597U CN 202320131734 U CN202320131734 U CN 202320131734U CN 219260597 U CN219260597 U CN 219260597U
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China
Prior art keywords
pillow
sleeper
rail
short
elastic
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CN202320131734.8U
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Chinese (zh)
Inventor
李剑
杨启武
邢明照
黄晶
陈辉
李永明
李青
姚彬
秦耀辉
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China Harbour Engineering Co Ltd
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China Harbour Engineering Co Ltd
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Priority to CN202320131734.8U priority Critical patent/CN219260597U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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Abstract

The utility model discloses a temporary sleeper device for a steel rail joint, which comprises sleeper bottom iron base plates arranged below rail joints between adjacent steel rails, wherein elastic short sleepers are fixedly connected above the sleeper bottom iron base plates, elastic rubber plates are closely connected below the steel rails, the elastic rubber plates are fixedly connected with sleeper top lifting support plates, round holes are respectively arranged on the periphery of the elastic short sleepers, threaded holes are formed in the sleeper top lifting support plates at positions corresponding to the four round holes, the sleeper top lifting support plates are fixedly connected with the elastic short sleepers through studs, the studs are provided with hexagon heads, threads are arranged at one ends close to the hexagon heads, the length of the threads is half of the length of each stud, the threaded parts of the studs are screwed into the threaded holes of the sleeper top lifting support plates and then inserted into the round holes of the elastic short sleepers, and a certain distance is arranged between the sleeper top lifting support plates and the elastic short sleepers.

Description

Temporary short sleeper device for rail joint
Technical Field
The utility model relates to the field of rail transit, in particular to a temporary short sleeper device for a rail joint.
Background
When the track panel is adopted to lay the welded seamless lines in groups, the track can be welded after the track panel is laid for 1-2km, before the track is welded, track laying equipment and engineering trains must pass through for many times, impact vibration is generated on the end heads of the steel rails at the welded joints, so that the steel rails are stepped on or deformed in a downward plastic bending mode, and no matter the steel rails are stepped on or deformed in a downward plastic bending mode, the end heads of the steel rails at the track joints are damaged. When the rail joints are welded, if the rail ends are not sawed, the quality of the seamless line is affected because more damage exists on the rail ends; if the rail end is continuously sawn, the frequent rail stringing brings huge extra workload, influences the work efficiency and increases the construction cost.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a temporary connection device for rail joints, which avoids the stepping at the rail joints, prevents the damage of the rail joints, reduces the construction cost and improves the construction efficiency.
In order to solve the technical problems, the utility model adopts the following technical scheme: the utility model provides a temporary short sleeper device of rail joint, includes the sleeper bottom iron backing plate that sets up in the rail gap below between adjacent rail, sleeper bottom iron backing plate top fixed connection elasticity short sleeper, the steel rail below joint has elastic rubber slab, elastic rubber slab fixed connection sleeper top lift backup pad, respectively be provided with a round hole around the elasticity short sleeper, the position that corresponds four round holes in the sleeper top lift backup pad is provided with the screw hole, through double-screw bolt fixed connection between sleeper top lift backup pad and the elasticity short sleeper, the double-screw bolt sets up the hexagon head and is close to the one end of hexagon head and be provided with the screw thread, and the length of screw thread is half of double-screw bolt length, insert in the round hole of elasticity short sleeper behind the screw hole of sleeper top lift backup pad is twisted to the screw thread part of double-screw bolt, be provided with the certain distance between sleeper top lift backup pad and the elasticity short sleeper.
The technical scheme of the utility model is further improved as follows: the sleeper bottom iron backing plate and the elastic short sleeper are stuck into a whole through the high-strength adhesive.
The technical scheme of the utility model is further improved as follows: the elastic rubber plate and the pillow top lifting supporting plate are stuck into a whole through the high-strength adhesive.
The technical scheme of the utility model is further improved as follows: the elastic short pillow is made of any one of wood materials, rubber materials or resin materials.
The technical scheme of the utility model is further improved as follows: the diameter of the stud is 50-60mm.
The technical scheme of the utility model is further improved as follows: the centers of the sleeper bottom iron base plate, the elastic short sleeper, the sleeper top lifting support plate and the elastic rubber plate are overlapped with the center of the rail gap between the adjacent steel rails.
By adopting the technical scheme, the utility model has the following technical progress:
the temporary sleeper device for the rail joints is arranged, so that the tread at the rail joints is avoided, the damage of the rail joints is prevented, the construction cost is reduced, the construction efficiency is improved, the temporary sleeper device for the rail joints is suitable for the engineering of welding seamless lines on the rail panels, the engineering of welding non-seamless lines after long rails are paved, and the temporary sleeper device for the temporary connection of the rail parts of the turnout, and therefore the popularization significance is very great.
Drawings
FIG. 1 is a schematic view of the overall structure of the present utility model;
FIG. 2 is a schematic view of the structure of the elastic short pillow of the present utility model;
FIG. 3 is a schematic view of the structure of the lifting support plate of the pillow top of the utility model;
wherein, 1, rail, 2, pillow bottom iron backing plate, 3, elasticity short pillow, 3-1, round hole, 4, elastic rubber board, 5, pillow top lift backup pad, 5-1, screw hole, 6, double-screw bolt.
Detailed Description
The utility model is further illustrated by the following examples:
as shown in fig. 1 to 3, a temporary short sleeper device for rail joints comprises sleeper bottom iron base plates 2 arranged below rail gaps between adjacent rails 1, wherein elastic short sleepers 3 are fixedly connected above the sleeper bottom iron base plates 2, and specifically, the sleeper bottom iron base plates 2 and the elastic short sleepers 3 are adhered into a whole through high-strength adhesives. The elastic short sleeper 3 is made of any one of a wood material, a rubber material or a resin material, so that the elastic short sleeper 3 can buffer impact vibration generated by downward ends of the steel rail when a train passes.
An elastic rubber plate 4 is closely connected below the steel rail 1, the elastic rubber plate 4 is fixedly connected with a pillow top lifting supporting plate 5, and specifically, the elastic rubber plate 4 and the pillow top lifting supporting plate 5 are stuck into a whole through a high-strength adhesive. The centers of the sleeper bottom iron backing plate 2, the elastic short sleeper 3, the sleeper top lifting support plate 5 and the elastic rubber plate 4 are overlapped with the center of the rail gap between the adjacent steel rails 1.
The periphery of the elastic short pillow 3 is respectively provided with a round hole 3-1, the positions of the pillow top lifting support plate 5 corresponding to the four round holes 3-1 are provided with threaded holes 5-1, the pillow top lifting support plate 5 and the elastic short pillow 3 are fixedly connected through studs 6, and the diameter of each stud 6 is 50-60mm. The screw bolt 6 is provided with a hexagon head, one end close to the hexagon head is provided with threads, the length of the threads is half of the length of the screw bolt 6, the threaded portion of the screw bolt 6 is screwed into the threaded hole 5-1 of the pillow top lifting support plate 5 and then inserted into the round hole 3-1 of the elastic short pillow 3, the pillow top lifting support plate 5 is supported by the thread spacing of the screw bolt 6, and a certain distance exists between the pillow top lifting support plate 5 and the elastic short pillow 3.
Application method
After field inspection, when the rail gap value is larger or the predicted rail gap value is possibly increased, a temporary short sleeper device for the rail joint can be arranged at the joint. The using steps are as follows:
s1, before arrangement, leveling the top surface of the ballast below a track gap between adjacent steel rails 1, wherein the ballast is not required to work if the ballast is used for a ballastless track;
s2, fixing the sleeper bottom iron base plate 2 and the elastic short sleeper 3 together, and then placing the sleeper at a rail gap, wherein the center of the rail gap is coincident with the center of the elastic short sleeper 3, and the long side of the sleeper is perpendicular to the side edge of the steel rail 1;
s3, fixing an elastic rubber plate 3 on the upper surface of the pillow top lifting supporting plate 5 to enable the center line of the rubber plate to be aligned with the center line of a steel rail, wherein the actual control method comprises the following steps: the exposed areas of the rubber plates on the two sides of the steel rail are equal, and the exposed parts are rectangular;
s4, placing a pillow top lifting support plate 5 between the top surface of the elastic short pillow 3 and the bottom surface of the steel rail 1, and aligning the centers of 4 screw holes 5-1 of the pillow top lifting support plate 5 with the centers of 4 round holes 3-1 of the elastic short pillow 3;
s5, screwing 4 studs 6 in sequence: the studs 6 are first screwed in multiple times respectively, and the number of turns of 4 studs 6 is the same when each stud is screwed in. Notably, part of the stud 6 cannot be screwed first and then the other studs 6 cannot be screwed, so that the subsequent screwing of the stud 6 may not be completed;
s6, continuously screwing the stud 6 to enable the sleeper top lifting support plate 5 to prop against the rail bottom of the steel rail 1;
s7, checking: and observing the two sides of the steel rail 1 by naked eyes, and ensuring that the elastic rubber plate 4 and the two sides of the bottom surface of the steel rail 1 are free from gaps. When the seam is formed, the stud 6 should be continuously adjusted;
when the train passes through, downward pressure of rail end of rail 1 passes through and transmits to pillow top lift backup pad 5 behind the buffering of elastic rubber board 4, produces ascending power through pillow top lift backup pad 5 four sides double-screw bolt 6, upwards supports rail 1 rail end, has avoided stepping on of rail seam department, prevents rail joint damage, simultaneously, and the impact vibration that rail 1 end produced downwards also can be buffered to the short pillow 3 of elasticity. Before the rail joints are welded, the temporary short sleeper device of the rail joints should be removed. When removed, the method of operation is reversed from that of installation.

Claims (6)

1. A temporary short sleeper device for a rail joint is characterized in that: including setting up pillow bottom iron backing plate (2) in rail gap below between adjacent rail (1), pillow bottom iron backing plate (2) top fixed connection elasticity short pillow (3), rail (1) below joint has elasticity rubber slab (4), elasticity rubber slab (4) fixed connection pillow top lift backup pad (5), respectively be provided with round hole (3-1) around elasticity short pillow (3), the position that corresponds four round holes (3-1) on pillow top lift backup pad (5) is provided with screw hole (5-1), through double-screw bolt (6) fixed connection between pillow top lift backup pad (5) and the elasticity short pillow (3), double-screw bolt (6) set up hexagonal head and be close to the one end of hexagonal head and be provided with the screw thread, the length of screw thread is half of double-screw bolt (6) length, in round hole (3-1) of inserting elasticity short pillow (3) behind screw thread part screw bolt (6) screw thread hole (5-1) of pillow top lift backup pad (5), be provided with certain distance between pillow top lift backup pad (5) and the elasticity short pillow (3).
2. A rail joint temporary sleeper apparatus as defined in claim 1, wherein: the pillow bottom iron cushion plate (2) and the elastic short pillow (3) are stuck into a whole through a high-strength adhesive.
3. A rail joint temporary sleeper apparatus as defined in claim 1, wherein: the elastic rubber plate (4) and the pillow top lifting supporting plate (5) are stuck into a whole through a high-strength adhesive.
4. A rail joint temporary sleeper apparatus as defined in claim 1, wherein: the elastic short pillow (3) is made of any one of wood materials, rubber materials or resin materials.
5. A rail joint temporary sleeper apparatus as defined in claim 1, wherein: the diameter of the stud (6) is 50-60mm.
6. A rail joint temporary sleeper apparatus as defined in claim 1, wherein: the centers of the sleeper bottom iron base plate (2), the elastic short sleeper (3), the sleeper top lifting support plate (5) and the elastic rubber plate (4) are overlapped with the centers of the rail gaps between the adjacent rails (1).
CN202320131734.8U 2023-01-12 2023-01-12 Temporary short sleeper device for rail joint Active CN219260597U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320131734.8U CN219260597U (en) 2023-01-12 2023-01-12 Temporary short sleeper device for rail joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320131734.8U CN219260597U (en) 2023-01-12 2023-01-12 Temporary short sleeper device for rail joint

Publications (1)

Publication Number Publication Date
CN219260597U true CN219260597U (en) 2023-06-27

Family

ID=86861553

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320131734.8U Active CN219260597U (en) 2023-01-12 2023-01-12 Temporary short sleeper device for rail joint

Country Status (1)

Country Link
CN (1) CN219260597U (en)

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