Municipal road anti-seepage structure

Abstract

The utility model relates to a municipal road anti-seepage structure which comprises a roadbed, a water stabilizing layer, a concrete layer, an asphalt layer and a drainage assembly. The cover plate is arranged at the upper end of the U-shaped drainage pipe and provided with a drainage hole set, the supporting column set is arranged on the lower surface of the cover plate, the lower end of the supporting column set abuts against the inner bottom face of the U-shaped drainage pipe, the positioning column set is arranged at the bottom of the U-shaped drainage pipe, and a positioning strip plate is arranged between the U-shaped drainage pipes of every two adjacent drainage assemblies. The top face of the positioning batten is high in middle and low in two sides, the low end extends to the edge of a cover plate of the drainage assembly, a drainage layer is arranged on the top face of the positioning batten, drainage grooves used for being communicated with a municipal drainage system are formed in the two sides of the roadbed in the width direction respectively, and the two ends of the U-shaped drainage pipeline are communicated with the drainage grooves. The seepage amount of rainwater to the roadbed is further reduced, so that the stability of the municipal road is further enhanced, and the service life of the municipal road is prolonged.

Description

Technical Field

[0001] The utility model relates to the technical field of municipal road structure design, and particularly relates to a municipal road anti-seepage structure. Background Art

[0002] Municipal roads reach all regions of the city and are used for urban transportation and pedestrians. Sidewalks higher than the road surface are set on both sides of the road. After long-term operation, the road surface of the municipal road is prone to damage, and rainwater will seep into the road through the defective positions, which easily leads to the instability of the internal support structure of the road, such as the occurrence of larger cracks or subsidence. Therefore, a municipal road must be provided with an anti-seepage structure to enhance the stability of the municipal road and extend its service life.

[0003] For example, CN 219157306 U discloses a municipal road anti-seepage structure, which includes a roadbed. A water-stable layer is arranged on the top of the roadbed, a concrete layer is arranged on the top of the water-stable layer, and a drainage component is arranged inside the water-stable layer. The drainage component includes a drain pipe, a cover plate and through holes. The drain pipe is fixedly connected inside the water-stable layer, the cover plate is fixedly connected to the top of the drain pipe, and through holes are arranged inside the cover plate. A waterproof plate is fixedly connected to the outside of the roadbed, an installation block is fixedly connected to the outside of the waterproof plate, a reinforcement plate is fixedly connected to the top of the waterproof plate, and fixing rods are arranged inside both the installation block and the reinforcement plate. This structure aims to prevent sections prone to water accumulation from being easily eroded by rainwater and losing strength, thereby ensuring the stability of the overall road structure. However, there are still the following problems: Each drainage component is arranged at intervals in the water-stable layer, and most of the rainwater still seeps towards the roadbed. Summary of the Utility Model

[0004] The purpose of the utility model is to provide a municipal road anti-seepage structure with reasonable structure and reliable use to solve the above problems, further reduce the penetration amount of rainwater into the roadbed, thereby further enhancing the stability of the municipal road and extending its service life.

[0005] The technical solution of the utility model is as follows:

[0006] A municipal road anti-seepage structure comprises a roadbed, a water-stabilizing layer arranged on the top surface of the roadbed, a concrete layer arranged on the top surface of the water-stabilizing layer, an asphalt layer arranged on the top surface of the concrete layer, and a plurality of drainage components arranged in the water-stabilizing layer at intervals along the length direction of the water-stabilizing layer. The technical key points are: the drainage component comprises a U-shaped drainage pipe, a cover plate arranged on the upper end of the U-shaped drainage pipe and having a drainage hole group, a support group arranged on the lower surface of the cover plate and the lower end of which is against the inner bottom surface of the U-shaped drainage pipe, and a positioning column group arranged at the bottom of the U-shaped drainage pipe; a positioning strip is arranged between the U-shaped drainage pipes of two adjacent drainage components, the top surface of the positioning strip is high in the middle and low on both sides, and the low end extends to the edge of the cover plate of the drainage component; a hydrophobic layer is arranged on the top surface of the positioning strip, and drainage grooves for communicating with the municipal drainage system are respectively arranged on both sides of the width direction of the roadbed, and both ends of the U-shaped drainage pipeline are connected to the drainage grooves.

[0007] In the above-mentioned municipal road anti-seepage structure, the bottom surface of the positioning strip is provided with a protrusion embedded in the water-stabilizing layer.

[0008] In the above-mentioned municipal road anti-seepage structure, the positioning strip is provided with reinforcing ribs extending along its length direction.

[0009] In the above-mentioned municipal road anti-seepage structure, the top surface of the positioning strip is provided with an anti-slip pit which is in close contact with the hydrophobic layer.

[0010] The beneficial effects of the utility model are:

[0011] By arranging a positioning strip between two drainage components and arranging a hydrophobic layer on the upper surface of the positioning strip, rainwater that seeps onto the hydrophobic layer moves from a high position to a low position along the hydrophobic layer, and finally converges to the cover plate of the drainage component, and is discharged into the U-shaped drainage pipe through the drainage hole group on the cover plate, and then discharged from both ends of the U-shaped drainage pipe into the drainage trough and merged into the municipal drainage system. Based on this, the utility model further reduces the amount of rainwater that penetrates into the roadbed, thereby further enhancing the stability of the municipal road and extending the service life of the municipal road. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a structural schematic diagram of the utility model;

[0013] Figure 2 yes Figure 1 Enlarged view of part A in the middle;

[0014] Figure 3 yes Figure 1 Middle BB section;

[0015] Figure 4 yes Figure 1 Mid-CC section view.

[0016] In the figure: 1. asphalt layer, 2. concrete layer, 3. water-stabilizing layer, 4. hydrophobic layer, 5. cover plate, 6. U-shaped drain pipe, 7. support group, 8. positioning column group, 9. positioning strip plate, 10. roadbed, 11. reinforcing ribs, 12. protrusions, 13. drainage hole group, 14. drainage trough. DETAILED DESCRIPTION

[0017] The utility model is described in detail according to the accompanying drawings of the specification.

[0018] like Figures 1 to 4 As shown, the municipal road anti-seepage structure includes a roadbed 10, a water-stable layer 3 arranged on the top surface of the roadbed 10, a concrete layer 2 arranged on the top surface of the water-stable layer 3, an asphalt layer 1 arranged on the top surface of the concrete layer 2, and a plurality of drainage components arranged in the water-stable layer 3 at intervals along the length direction of the water-stable layer 3.

[0019] The drainage assembly includes a U-shaped drainage pipe 6, a cover plate 5 provided at the upper end of the U-shaped drainage pipe 6 and having a drainage hole group 13, a support group 7 provided on the lower surface of the cover plate 5 and having its lower end against the inner bottom surface of the U-shaped drainage pipe 6, and a positioning column group 8 provided at the bottom of the U-shaped drainage pipe 6. A positioning strip plate 9 is provided between the U-shaped drainage pipes 6 of two adjacent drainage assemblies, the top surface of the positioning strip plate 9 is high in the middle and low on both sides, and the low end extends to the edge of the cover plate 5 of the drainage assembly, and a hydrophobic layer 4 is provided on the top surface of the positioning strip plate 9. Drainage grooves 14 for communicating with the municipal drainage system are provided on both sides of the width direction of the roadbed 10, and both ends of the U-shaped drainage pipeline 6 are connected to the drainage grooves 14.

[0020] In this embodiment, the bottom surface of the positioning strip 9 is provided with a protrusion 12 embedded in the water-stabilizing layer 3. The positioning strip 9 is provided with a reinforcing rib 11 extending along its length. The top surface of the positioning strip 9 is provided with an anti-slip pit that is in close contact with the hydrophobic layer 4. The asphalt layer 1 is high in the middle and low on both sides, and the low side extends to the drainage groove 14.

[0021] Working principle:

[0022] When it rains, part of the rainwater rolls down to the drainage ditch 14, and the other part of the rainwater penetrates into the water-stable layer 3 through the asphalt layer 1 and the concrete layer 2. Each U-shaped drainage pipe 6 in the water-stable layer 3 receives the rainwater. In addition, the rainwater that seeps onto the hydrophobic layer 4 moves along the high position to the low position of the hydrophobic layer, and finally converges to the cover plate 5 of the drainage component, and is discharged into the U-shaped drainage pipe 6 through the drainage hole group 13 on the cover plate 5, and then discharged from both ends of the U-shaped drainage pipe 6 into the drainage ditch 14 and merged into the municipal drainage system.

[0023] The embodiments of the present utility model have been described in detail above, but the above content is only the preferred embodiments of the present utility model and cannot be considered as defining the scope of implementation of the present utility model. All equivalent changes and improvements made within the scope of the creation of the present utility model shall still fall within the scope covered by this patent.

Claims

1. A municipal road anti-seepage structure, comprising a roadbed, a water-stable layer arranged on the top surface of the roadbed, a concrete layer arranged on the top surface of the water-stable layer, an asphalt layer arranged on the top surface of the concrete layer, and a plurality of drainage components arranged in the water-stable layer at intervals along the length direction of the water-stable layer, characterized in that: The drainage component includes a U-shaped drainage pipe, a cover plate arranged at the upper end of the U-shaped drainage pipe and having a drainage hole group, a support group arranged on the lower surface of the cover plate and the lower end of which is against the inner bottom surface of the U-shaped drainage pipe, and a positioning column group arranged at the bottom of the U-shaped drainage pipe. A positioning strip is arranged between the U-shaped drainage pipes of two adjacent drainage components. The top surface of the positioning strip is high in the middle and low on both sides, and the low end extends to the edge of the cover plate of the drainage component. A hydrophobic layer is arranged on the top surface of the positioning strip. Drainage grooves for connecting with the municipal drainage system are respectively arranged on both sides of the roadbed in the width direction, and both ends of the U-shaped drainage pipeline are connected to the drainage grooves.

2. The municipal road anti-seepage structure according to claim 1, characterized in that: The bottom surface of the positioning strip is provided with a protrusion embedded in the water-stable layer.

3. The municipal road anti-seepage structure according to claim 1, characterized in that: The positioning strip is provided with reinforcing ribs extending along the length direction thereof.

4. The municipal road anti-seepage structure according to claim 1, characterized in that: The top surface of the positioning strip is provided with an anti-slipping pit which is in close contact with the hydrophobic layer.

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