CN219260592U - Outdoor track structure for operation of freight yard locomotive - Google Patents

Outdoor track structure for operation of freight yard locomotive Download PDF

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Publication number
CN219260592U
CN219260592U CN202223534217.XU CN202223534217U CN219260592U CN 219260592 U CN219260592 U CN 219260592U CN 202223534217 U CN202223534217 U CN 202223534217U CN 219260592 U CN219260592 U CN 219260592U
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China
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steel
track
foundation pit
track structure
rail
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CN202223534217.XU
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Chinese (zh)
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方向明
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Huangshi Ontime Electromechanical Co ltd
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Huangshi Ontime Electromechanical Co ltd
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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
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

The utility model relates to an outdoor track structure for locomotive running in a goods yard, which is provided with a track foundation pit arranged on the ground, wherein the bottom of the track foundation pit is filled with cement, a steel pad layer formed by stacking a plurality of layers of arc-shaped steel plates is paved on the cement, the arc-shaped steel pad layer is upwards arched, a steel rail is arranged on the steel pad layer, two sides of a web plate of the steel rail are welded with steel bar frameworks, asphalt sand is paved in the track foundation pit, the asphalt sand buries the steel bar frameworks in the track foundation pit, and the paving top surface of the asphalt sand is lower than the upper end surface of the track foundation pit; according to the utility model, through designing a new track structure, the bearing capacity of the steel rail for massive heavy transportation is greatly enhanced, meanwhile, the drainage from the rail is optimally designed, the influence of rainwater on the corrosion of the steel rail is reduced as much as possible, the whole new track structure is designed, the service life of the track structure is prolonged, the period and the workload of post maintenance are reduced, and the method has good practical use and popularization values.

Description

Outdoor track structure for operation of freight yard locomotive
Technical Field
The utility model relates to the technical field of railway freight track systems, in particular to an outdoor track structure for operation of locomotives in a freight yard.
Background
In railway yards or wharf yards, the transportation of goods often uses locomotive carriages for transportation, which involves the application of yard railway tracks, which bear the rolling of a large number of heavy goods trucks throughout the year, so that the pavement of the locomotive tracks in the yards is often easily damaged, and at the same time, the locomotive tracks in the yards are often exposed to the outdoor and are subjected to the wind and sun and rain washing, and the working environment is worse than that of the common locomotive tracks, so that the locomotive tracks on the yards need to be better designed optimally to prolong the service life of the locomotive tracks.
Disclosure of Invention
The utility model aims at providing an outdoor track structure for the operation of a freight yard locomotive, which is novel in structural design, good in drainage condition and strong in bearing capacity.
The specific scheme of the utility model is as follows: an outdoor track structure for freight yard locomotive operation has the track foundation ditch that sets up in subaerial, track foundation ditch bottom packing has the clay, the clay upper berth is equipped with the steel mat layer that stacks the constitution by a plurality of layers of arc steel sheet, and the arc of steel mat layer encircles up and sets up, set up the rail above the steel mat layer, the web both sides of rail have all welded the steel reinforcement skeleton, have still laid the tar sands in the track foundation ditch, and the tar sands buries the steel reinforcement skeleton in wherein, and the top surface of laying of tar sands is less than the up end of track foundation ditch.
Further, the upper end face of the asphalt sand is compacted to form a slope surface, and the slope surface is declined and inclined from the steel rail to the side of the track foundation pit.
Furthermore, the section of the steel reinforcement framework is in an inverted L shape, and the steel reinforcement framework is formed by assembling and welding a plurality of steel reinforcement strips which are transversely and longitudinally arranged.
Furthermore, edge protection angle steel is further arranged at the top angles of the two sides of the top of the track foundation pit respectively, and a plurality of edge protection angle steel anchor bars are welded and connected to the back of the edge protection angle steel and buried in the track ground.
Further, in the utility model, at least two layers of arc-shaped steel plates are stacked.
According to the utility model, through designing a new track structure, the bearing capacity of the steel rail for massive heavy transportation is greatly enhanced, meanwhile, the drainage from the rail is optimally designed, the influence of rainwater on the corrosion of the steel rail is reduced as much as possible, the whole new track structure is designed, the service life of the track structure is prolonged, the period and the workload of post maintenance are reduced, and the method has good practical use and popularization values.
Drawings
FIG. 1 is a schematic view of a front view cross-sectional structure of the present utility model;
fig. 2 is a schematic top view of the present utility model.
In the figure: 1-edge protection angle steel anchor bar, 2-edge protection angle steel, 3-track foundation pit, 4-steel rail, 5-steel reinforcement framework, 6-tar sand, 7-arc-shaped steel plate, 8-cement, 9-transverse steel bar, 10-longitudinal steel bar and 11-slope surface.
Detailed Description
The following description of the embodiments of the present utility model will be made more apparent in the drawings of the present utility model, wherein it is to be understood that the embodiments described are merely some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to fall within the scope of the utility model. In the description of the present utility model, it should be noted that, the terms "upper", "lower", "inner", "outer", and the like indicate an orientation or a positional relationship based on that shown in the drawings, or an orientation or a positional relationship in which the inventive product is conventionally put in use, merely for convenience of describing the present utility model or simplifying the description, and do not indicate or imply that the apparatus or elements to be referred to must have a specific orientation, be configured or operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, it should also be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "mounted," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1 and 2, the outdoor track structure for the locomotive operation of a goods yard is provided with a track foundation pit 3 arranged on the ground, wherein cement 8 is filled at the bottom of the track foundation pit, a steel pad layer formed by stacking a plurality of layers of arc-shaped steel plates 7 is paved on the cement, the arc-shaped steel pad layer is upwards arched, steel rails 4 are arranged on the steel pad layer, steel reinforcement frameworks 5 are welded on two sides of webs of the steel rails, asphalt sand 6 is paved in the track foundation pit, the asphalt sand buries the steel reinforcement frameworks in the track foundation pit, and the paving top surface of the asphalt sand is lower than the upper end surface of the track foundation pit.
Further, in this embodiment, the compacted upper end surface of the tar sands is a slope surface 11, and the slope surface is declined from the steel rail to the side of the track foundation pit.
Further, in this embodiment, the section of the reinforcement cage is in an inverted L shape, and the reinforcement cage is formed by assembling and welding a plurality of reinforcement bars 9 and 10 arranged transversely and longitudinally.
Further, in this embodiment, edge protection angle steel 2 is further provided at the top corners of two sides of the top of the track foundation pit, and the back of the edge protection angle steel is further welded and connected with a plurality of edge protection angle steel anchor bars 1, and the edge protection angle steel anchor bars are buried in the track ground.
Further, in this embodiment, at least two layers of the arc-shaped steel plates 7 are stacked.
The utility model is used as a transportation track structure, when the transportation track structure is actually paved, a track foundation pit is firstly excavated on a transportation line along the line, the transverse section of the track foundation pit is set to be rectangular, then the cement is paved on the bottommost layer for compaction, then a steel pad layer formed by stacking a plurality of layers of arc-shaped steel plates 7 is paved on the steel pad layer, the arc-shaped arch of the arc-shaped steel plates faces upwards, then steel rails are paved on the steel pad layer, the middle of the steel rails and the arc-shaped steel plates are fixed in a welding connection mode, meanwhile, steel reinforcement frameworks are respectively welded on webs on two sides of the steel rails and extend to the side edges of the track foundation pit, finally asphalt sand is filled in the track foundation pit for compaction, and meanwhile, the upper end face of the asphalt sand is pressed to be a slope surface inclined towards two sides, so that drainage is facilitated, and the rust influence of rainwater on the steel rails is reduced.
In this embodiment, the rail is when bearing heavy rolling stock, and the arc steel sheet upwards encircles, and the vehicle walks on it, has certain cushioning effect, is difficult to damage, simultaneously because the both sides limit welded connection of rail has the steel reinforcement skeleton, the rail can be very firm, also is difficult to damage equally, can effectively prolong its life.
According to the utility model, through designing a new track structure, the bearing capacity of the steel rail for massive heavy transportation is greatly enhanced, meanwhile, the drainage from the rail is optimally designed, the influence of rainwater on the corrosion of the steel rail is reduced as much as possible, the whole new track structure is designed, the service life of the track structure is prolonged, the period and the workload of post maintenance are reduced, and the method has good practical use and popularization values.

Claims (5)

1. An outdoor track structure for freight yard locomotive operation has the track foundation ditch that sets up subaerial, its characterized in that: the track foundation pit bottom is filled with the daub, lay the steel mat layer that stacks the constitution by a plurality of layers of arc steel sheet on the daub, the arc of steel mat layer is hunch up and is set up, set up the rail above the steel mat layer, the web both sides of rail all weld the steel reinforcement skeleton, still have laid the tar sand in the track foundation pit, and the tar sand buries the steel reinforcement skeleton wherein, and the top surface of laying of tar sand is less than the up end of track foundation pit.
2. An outdoor track structure for yard locomotive operations as claimed in claim 1 wherein: the upper end face compaction of the tar sand is a slope surface, and the slope surface descends and inclines from the steel rail to the side edge of the track foundation pit.
3. An outdoor track structure for yard locomotive operations as claimed in claim 1 wherein: the section of the steel reinforcement framework is in an inverted L shape, and the steel reinforcement framework is formed by assembling and welding a plurality of steel reinforcement strips which are transversely and longitudinally arranged.
4. An outdoor track structure for yard locomotive operations as claimed in claim 1 wherein: the top angle angles at the two sides of the top of the track foundation pit are respectively provided with a side protection angle steel, the back of the side protection angle steel is welded with a plurality of side protection angle steel anchor bars, and the side protection angle steel anchor bars are buried in the track ground.
5. An outdoor track structure for yard locomotive operations as claimed in claim 1 wherein: the arc-shaped steel plates are stacked at least in two layers.
CN202223534217.XU 2022-12-29 2022-12-29 Outdoor track structure for operation of freight yard locomotive Active CN219260592U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223534217.XU CN219260592U (en) 2022-12-29 2022-12-29 Outdoor track structure for operation of freight yard locomotive

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223534217.XU CN219260592U (en) 2022-12-29 2022-12-29 Outdoor track structure for operation of freight yard locomotive

Publications (1)

Publication Number Publication Date
CN219260592U true CN219260592U (en) 2023-06-27

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223534217.XU Active CN219260592U (en) 2022-12-29 2022-12-29 Outdoor track structure for operation of freight yard locomotive

Country Status (1)

Country Link
CN (1) CN219260592U (en)

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