Urban road system with first seepage and second drainage

Abstract

The utility model relates to the technical field of urban roads, in particular to a first-seepage and second-drainage urban road system, which comprises a road component, a separation zone is arranged on the road component, and the road component comprises an original soil layer. The original soil layer is arranged, natural soil support is provided, the stability of a road system is ensured, the foundation layer is arranged and used for providing solid support, sedimentation or uneven deformation caused by the load effect of a road is avoided, the waterproof layer is arranged and used for preventing external moisture from affecting a road foundation, and the safety of underground facilities is ensured. The isolation layer is arranged to prevent water from permeating the infrastructure and avoid water and soil loss, the supporting layer is arranged to provide enough supporting force for the upper layer structure and ensure the stability of the road, the drainage layer is arranged to discharge excessive water and ensure that no water is accumulated on the road, and the regulation and storage layer is arranged to store rainwater and slowly release the rainwater. And overlarge load of the drainage system caused by too fast water flow is prevented.

Description

TECHNICAL FIELD

[0001] The utility model relates to city road technical field especially relates to a city road system of first infiltration and then drainage. BACKGROUND

[0002] City road is the important infrastructure of connecting city each function area, bears traffic traffic, municipal pipeline laying, rainwater drainage function, modern road design emphasizes safety, efficient, environmental protection, adopts asphalt or concrete pavement, and blends into intelligent transportation system.

[0003] With the acceleration of urbanization, the city drainage problem highlights increasingly, the traditional city road drainage system often focuses on quickly draining rainwater, and ignores the infiltration of rainwater, and this drainage mode is easy to cause the city waterlogging, therefore, it is particularly important to develop a kind of city road system of first infiltration and then drainage. UTILITY MODEL CONTENT

[0004] The utility model aims at solving the above-mentioned shortcomings in prior art and provides a city road system of first infiltration and then drainage.

[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:

[0006] Design a city road system of first infiltration and then drainage, including road component, the road component is provided with separation strip, the road component includes original soil layer, the original soil layer is provided with base layer, the base layer is provided with waterproof layer, the waterproof layer is provided with isolation layer, the isolation layer is provided with support layer, the support layer is provided with drainage layer, the drainage layer is provided with regulation and storage layer, the regulation and storage layer is provided with infiltration layer, the infiltration layer is provided with filter layer, the filter layer is provided with buffer layer, the buffer layer is provided with protective layer, the protective layer is provided with pavement layer, and the separation strip is arranged on the pavement layer.

[0007] Further, the original soil layer is made of compacted soil, and the base layer is made of cement concrete.

[0008] Further, the waterproof layer is made of waterproof geotextile, and the isolation layer is made of high-density polyethylene film.

[0009] Further, the support layer is made of sand and gravel, and the drainage layer is made of drainage pipe.

[0010] Further, the regulation and storage layer is made of sponge-like structural material, and the infiltration layer is made of coarse-grained sand.

[0011] Further, the filter layer is made of non-woven geotextile, and the buffer layer is made of crushed stone.

[0012] Further, the protective layer is made of light concrete, and the pavement layer is made of water-permeable asphalt.

[0013] The urban road system with pre-seepage and post-drainage has the beneficial effects that the original soil layer is arranged to provide natural soil support and ensure the stability of the road system, the foundation layer is arranged to provide firm support and avoid settlement or uneven deformation caused by the load of the road, the waterproof layer is arranged to prevent external moisture from affecting the road foundation and ensure the safety of underground facilities, the isolation layer is arranged to prevent water from penetrating the infrastructure and avoid water and soil loss, the support layer is arranged to provide sufficient support for the upper structure and ensure the stability of the road, the drainage layer is arranged to drain excess moisture and ensure that the road is not waterlogged, the storage and regulation layer is arranged to store rainwater and slowly release it, preventing the drainage system from being overloaded due to too fast water flow, the permeable layer is arranged to enable water to quickly penetrate the lower layer and not affect the smoothness of ground traffic, the filter layer is arranged to filter large particles in the water and protect the lower drainage system from being blocked, the buffer layer is arranged to regulate water flow, reduce the rapid inflow of rainwater into the next layer, and avoid the blockage of the lower layer material caused by excessive water flow, the protective layer is arranged to protect the water-permeable surface and reduce the damage of traffic load and external force to the water-permeable pavement, and the pavement layer is arranged to provide a surface for vehicles to travel on, while having a certain water permeability to reduce rainwater accumulation. BRIEF DESCRIPTION OF DRAWINGS

[0014] Fig. 1 It is a schematic diagram of the overall structure of the utility model;

[0015] Fig. 2 It is an exploded schematic diagram of the road assembly of the utility model;

[0016] Fig. 3 It is a schematic diagram of the pavement layer of the utility model.

[0017] In the figure: 1, road assembly; 11, original soil layer; 12, foundation layer; 13, waterproof layer; 14, isolation layer; 15, support layer; 16, drainage layer; 17, storage and regulation layer; 18, permeable layer; 19, filter layer; 110, buffer layer; 111, protective layer; 112, pavement layer; 2, separation belt. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments.

[0019] Reference Figs. 1-3The utility model provides a kind of urban road system of first infiltration then drainage, including road component 1, road component 1 is provided with separation strip 2, the setting of separation strip 2 is used to separate road, road component 1 includes original soil layer 11, by being provided with original soil layer 11, provide natural soil support, ensure that road system is stable, original soil layer 11 is provided with foundation layer 12, by being provided with foundation layer 12, for providing solid support, avoid settlement or uneven deformation due to the load effect of road, foundation layer 12 is provided with waterproof layer 13, by being provided with waterproof layer 13, for preventing external moisture from affecting road foundation, ensure the safety of underground facilities, waterproof layer 13 is provided with isolation layer 14, by being provided with isolation layer 14, prevent water from penetrating infrastructure, avoid water and soil loss, isolation layer 14 is provided with support layer 15, by being provided with support layer 15, for providing sufficient support force for upper structure, ensure that road is stable, support layer 15 is provided with drainage layer 16, by being provided with drainage layer 16, for discharging excess moisture, ensure that road does not accumulate water, drainage layer 16 is provided with regulation and storage layer 17, by being provided with regulation and storage layer 17, for storing rainwater and slowly releasing, prevent water from flowing too fast and cause drainage system overload, regulation and storage layer 17 is provided with permeation layer 18, by being provided with permeation layer 18, water can quickly penetrate to lower layer, do not affect ground traffic smoothness, permeation layer 18 is provided with filter layer 19, by being provided with filter layer 19, for filtering large particle impurities in water, protect lower drainage system from being blocked, filter layer 19 is provided with buffer layer 110, by being provided with buffer layer 110, water flow can be adjusted, reduce rainwater rapidly flows into next layer, avoid excessive water flow causes the blockage of lower layer material, buffer layer 110 is provided with protective layer 111, by being provided with protective layer 111, for protecting water-permeable surface, reduce the damage of traffic load and external force to water-permeable pavement, protective layer 111 is provided with pavement layer 112, by being provided with pavement layer 112, provide the surface for vehicle to travel, simultaneously have certain water permeability, reduce rainwater accumulation, separation strip 2 is arranged on pavement layer 112.

[0020] In detail, original soil layer 11 is made of compacted soil, by being provided with original soil layer 11, provide natural soil support, ensure that road system is stable, foundation layer 12 is made of cement concrete, by being provided with foundation layer 12, for providing solid support, avoid settlement or uneven deformation due to the load effect of road.

[0021] Further, waterproof layer 13 is made of waterproof geotextile, by being provided with waterproof layer 13, for preventing external moisture from affecting road foundation, ensure the safety of underground facilities, isolation layer 14 is made of high-density polyethylene film, by being provided with isolation layer 14, prevent water from penetrating infrastructure, avoid water and soil loss.

[0022] Further, the support layer 15 is made of sand, which provides sufficient support for the upper structure and ensures the stability of the road. The drainage layer 16 is made of drainage pipes, which drains excess water and ensures that the road does not accumulate water.

[0023] In more detail, the storage layer 17 is made of sponge-like structure material, which stores rainwater and releases it slowly, preventing the drainage system from being overloaded by too fast water flow. The permeable layer 18 is made of coarse sand particles, which allows water to quickly penetrate to the lower layer without affecting the smoothness of the ground traffic.

[0024] In general, the filter layer 19 is made of non-woven geotextile, which filters out large particles in water and protects the lower drainage system from being blocked. The buffer layer 110 is made of crushed stone, which can adjust the water flow and reduce the rapid flow of rainwater into the next layer, avoiding the blockage of the lower material caused by excessive water flow.

[0025] Finally, the protective layer 111 is made of lightweight concrete, which protects the permeable surface and reduces the damage of traffic load and external force to the permeable pavement. The pavement layer 112 is made of permeable asphalt, which provides a surface for vehicles to travel on while having some permeability to reduce rainwater accumulation.

[0026] The working mode is as follows: rainwater first enters the buffer layer 110 through the pavement layer 112 and the protective layer 111. The crushed stone material in the buffer layer 110 can slowly release the water flow, reducing the water flow speed and avoiding impact on the lower layer. The water flow continues to pass through the filter layer 19, which filters out impurities and silt in the water to prevent them from blocking the drainage system in the lower layer. The filtered water further penetrates in the permeable layer 18, which is made of coarse sand material, and quickly penetrates into the storage layer 17. The storage layer 17 stores part of the rainwater to relieve the drainage pressure caused by short-term rainfall. The remaining water is guided into the drainage pipes in the drainage layer 16 to ensure that excess water can be quickly drained out of the road system. After the drainage layer 16, the support layer 15 provides structural stability for the road, the isolation layer 14 prevents water from penetrating into the infrastructure, ensuring the long-term stability of the road, and the waterproof layer 13 prevents water from penetrating into the foundation part of the road structure by using high-strength waterproof material.

[0027] The above merely describes a preferred embodiment of the present application, and the protection scope of the present application is not limited thereto, and any skilled person in the art, according to the technical scheme and the inventive concept of the present application, makes equivalent replacement or change within the technical range disclosed by the present application, which should be covered within the protection scope of the present application.

Claims

1. A system of urban roads with infiltration and subsequent discharge, comprising a road assembly (1), characterized in that: The road component (1) is provided with a separation strip (2), the road component (1) comprises a native soil layer (11), the native soil layer (11) is provided with a base layer (12), the base layer (12) is provided with a waterproof layer (13), the waterproof layer (13) is provided with an isolation layer (14), the isolation layer (14) is provided with a support layer (15), the support layer (15) is provided with a drainage layer (16), the drainage layer (16) is provided with a regulating and storing layer (17), the regulating and storing layer (17) is provided with a permeation layer (18), the permeation layer (18) is provided with a filtering layer (19), the filtering layer (19) is provided with a buffer layer (110), the buffer layer (110) is provided with a protection layer (111), the protection layer (111) is provided with a pavement layer (112), and the separation strip (2) is arranged on the pavement layer (112).

2. The urban road system of claim 1, wherein: The native soil layer (11) is made of compacted soil, and the base layer (12) is made of cement concrete.

3. The urban road system of claim 1, wherein: The waterproof layer (13) is made of waterproof geotextile, and the isolation layer (14) is made of high-density polyethylene film.

4. The urban road system of claim 1, wherein: The support layer (15) is made of sand and gravel, and the drainage layer (16) is made of a drainage pipe.

5. The system for urban roads with pre-permeation and post-drainage according to claim 1, characterized in that: The regulating and storing layer (17) is made of sponge-like structural material, and the permeation layer (18) is made of coarse-grained sand.

6. The system for urban roads with pre-permeation and post-drainage according to claim 1, characterized in that: The filtering layer (19) is made of non-woven geotextile, and the buffer layer (110) is made of crushed stone.

7. The system according to claim 1, wherein: The protection layer (111) is made of light-weight concrete, and the pavement layer (112) is made of water-permeable asphalt.

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