Assembled abrupt slope railway fence protection structure
By using a modular railway fence structure, which combines precast concrete bases, posts, steel bars, and barbed wire cages, the construction difficulties and post height differences in steep slope construction are solved, achieving a convenient and safe railway protection effect.
Patent Information
- Application Number
- CN202423266074.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-30
- Publication Date
- 2026-01-02
- Estimated Expiration
- 2034-12-30
AI Technical Summary
The existing railway fence is difficult to construct on steep slopes, and the large height difference between adjacent posts makes the construction complicated and unsafe.
The structure is modular, consisting of a precast concrete base, concrete columns, embedded steel bars, and barbed wire coils. The columns interlock through the design of raised and recessed structures and are fixedly connected by embedded steel bars. Combined with the use of pre-embedded steel bars and barbed wire coils, a stable protective structure is formed.
It simplifies the construction process on steep slopes, reduces construction difficulty, improves the stability and safety of the structure, adapts to the construction needs of different slopes, reduces the volume and weight of prefabricated components, and facilitates transportation and installation.
Smart Images

Figure CN223753803U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to railway protection application technical field, provide a kind of assembled steep slope railway fence protection structure especially. BACKGROUND
[0002] In recent years, China's railway develops rapidly, high-speed railway is constantly improved, existing line reconstruction is on the agenda, and the safety protection of railway is particularly important. As the first barrier for the safety protection of railway line, railway fence should be paid more attention. The existing railway protection fence is mainly divided into concrete fence and metal mesh fence. The concrete fence is mostly a prefabricated component with fixed length, and the single-piece structure is heavy. It is difficult and dangerous to construct on steep slope, and there is a large height difference between adjacent columns. In addition, metal mesh connection is required, which is complicated.
[0003] Therefore, it is urgent to develop a new type of steep slope railway fence protection structure to facilitate steep slope construction and ensure smooth transition between columns. UTILITY MODEL CONTENT
[0004] Therefore, the utility model aims to provide an assembled steep slope railway fence protection structure to solve the problems of existing protection structure, such as difficult construction on steep slope and large height difference between adjacent columns.
[0005] The utility model provides a technical scheme: an assembled steep slope railway fence protection structure, comprising: a concrete prefabricated base, a concrete column, embedded steel bars and a barbed wire cage. The concrete prefabricated base is vertically arranged along the slope direction. A reserved hole is provided above the concrete prefabricated base. The concrete column is inserted into the reserved hole one by one. A protruding structure is provided on one side of the concrete column. A groove structure is provided on the other side of the concrete column. The protruding structure of the concrete column is limitedly arranged in the groove structure of the adjacent concrete column, and the protruding structure is fixedly connected with the adjacent concrete column through the embedded steel bars. A pre-embedded steel bar is provided at the top of the concrete column. The barbed wire cage is wound on the pre-embedded steel bar.
[0006] Preferably, the groove structure is arranged along the length of the concrete column.
[0007] Further preferably, the protruding structure is arranged at intervals along the length direction of the concrete column.
[0008] Further preferably, the embedded steel bars are arranged horizontally.
[0009] Further preferably, the height of the concrete column is 2.0m-2.5m, and the depth of the reserved hole of the concrete prefabricated base is 70-100cm.
[0010] Further preferably, the concrete prefabricated base is closely embedded along the slope direction.
[0011] Further preferably, the distance between two adjacent concrete columns is 10 cm.
[0012] The assembled steep slope railway fence protection structure has the advantages of being convenient to disassemble and assemble, being applicable to different slope conditions, having low construction difficulty, and being safe and stable. BRIEF DESCRIPTION OF DRAWINGS
[0013] The utility model makes further detailed explanation in combination with the drawings and implementation modes:
[0014] Figure 1 The utility model provides assembled steep slope railway fence protection structure's structural schematic view. DETAILED DESCRIPTION
[0015] The utility model will be further explained in combination with specific implementation schemes, but is not limited to the utility model.
[0016] As Figure 1 The utility model provides an assembled steep slope railway fence protection structure, include: concrete prefabricated base 4, concrete column 1, implant steel bar 3 and barbed wire cage 5, wherein, concrete prefabricated base 4 is vertically arranged in turn along the slope direction, the upper of concrete prefabricated base 4 sets up reserved hole, concrete column 1 is inserted in the reserved hole one by one and is fixed, the one side of concrete column 1 sets up protruding structure 11, the other side of concrete column 1 sets up recess structure 12, the protruding structure 11 of concrete column 1 is located in the recess structure 12 of adjacent concrete column 1 and the protruding structure 11 is fixedly connected with adjacent concrete column 1 through implant steel bar 3, the top of concrete column 1 is provided with embedded steel bar 2, and the barbed wire cage 5 is wound on the embedded steel bar 2.
[0017] The assembled steep slope railway fence protection structure has the advantages of being convenient to disassemble and assemble, being applicable to different slope conditions, having low construction difficulty, and being safe and stable.
[0018] As the improvement of the technical scheme, the groove structure 12 is arranged along the length direction of the concrete column 1.
[0019] The convex structure can be arranged along the length direction of the concrete column 1, and as the improvement of the technical scheme, the convex structure 11 is arranged along the length direction of the concrete column 1, preferably, as shown in the figure, two convex structures 11 are arranged on each concrete column, and the interval of the convex structures is 100cm-180cm. Figure 1
[0020] As the improvement of the technical scheme, the embedded steel bar 3 is arranged horizontally.
[0021] As the improvement of the technical scheme, the height of the concrete column 1 is 2.0m-2.5m, and the depth of the reserved hole of the concrete prefabricated base 4 is 70-100cm.
[0022] As the improvement of the technical scheme, the concrete prefabricated base 4 is closely embedded along the slope direction.
[0023] As the improvement of the technical scheme, the distance between the adjacent two concrete columns 1 is 10cm.
[0024] The specific embodiments of the utility model are written in a progressive manner, and the differences between various embodiments are emphasized, and the similar parts can be referred to each other.
[0025] The embodiments of the utility model are described in detail above in combination with the drawings, but the utility model is not limited to the above-mentioned embodiments, and various changes can be made within the knowledge range possessed by the person skilled in the art without departing from the purpose of the utility model.
Claims
1. A modular steep-slope railway fence protection structure, characterized in that, include: The precast concrete base (4), concrete column (1), embedded steel bar (3), and barbed wire coil (5) are provided. The precast concrete base (4) is vertically arranged along the slope direction. A reserved hole is provided on the top of the precast concrete base (4). The concrete column (1) is inserted into the reserved hole one by one. A protruding structure (11) is provided on one side of the concrete column (1), and a groove structure (12) is provided on the other side of the concrete column (1). The protruding structure (11) of the concrete column (1) is limited to the groove structure (12) of the adjacent concrete column (1), and the protruding structure (11) is fixedly connected to the adjacent concrete column (1) through the embedded steel bar (3). An embedded steel bar (2) is provided on the top of the concrete column (1), and the barbed wire coil (5) is wrapped around the embedded steel bar (2).
2. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The groove structure (12) is provided along the entire length of the concrete column (1).
3. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The protruding structures (11) are spaced apart along the length of the concrete column (1).
4. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The implanted reinforcing bar (3) is set horizontally.
5. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The height of the concrete column (1) is 2.0m to 2.5m, and the depth of the reserved hole in the precast concrete base (4) is 70 to 100cm.
6. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The precast concrete base (4) is tightly embedded along the slope direction.
7. The prefabricated steep slope railway fence protection structure according to claim 1, characterized in that: The distance between two adjacent concrete columns (1) is 10cm.