Hard road with anti-blocking permeable pavement structure

Abstract

The utility model relates to the technical field of hard roads, in particular to a hard road with an anti-blocking permeable pavement structure, which comprises a permeable layer and a drainage ditch layer arranged on one side of the permeable layer. A gravel layer used for filtering impurities in water is arranged above the water seepage layer, a detachable filter frame is arranged in the drainage ditch layer, and the center of the filter frame sinks inwards to form a cavity allowing water to pass through with the drainage ditch layer. The filter frame and the drainage ditch form a cavity for water to pass through, when water enters the filter frame, impurities can be accumulated in the filter frame, and when the impurities in the filter frame are higher than the pipeline, the water can still flow into the pipeline from the upper part of the filter frame, so that the problem that a water inlet of the pipeline is easy to block is solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to hard road technology field, concretely is a kind of hard road with anti-clogging water-permeable pavement structure. BACKGROUND

[0002] Water-permeable pavement road, also known as ecological water-permeable road or color water-permeable road, is a kind of pavement structure paved with water-permeable material. Its main feature is that rainwater can quickly penetrate into the ground through the pavement, effectively supplementing groundwater, while reducing surface runoff and alleviating urban waterlogging problems.

[0003] Chinese patent application CN109680576A discloses a hard road with modified water-permeable structure, relating to the field of permeable road construction, comprising: a hard pavement paving, with the top surface inclined; a water collection module arranged on the lower side of the hard pavement paving to collect and discharge rainwater; a water infiltration layer laid below the hard pavement paving; and a water-permeable pipeline to guide water from the water collection module to the water infiltration layer.

[0004] In the above structure, water flows into the drainage ditch, then flows into the interior of the road through the blind pipe at the bottom of the drainage ditch for infiltration, and the top of the drainage ditch is paved with civil engineering parts and pebbles to filter large particles of impurities. However, some impurities in the water still enter the drainage ditch, and with the accumulation of time, the impurities in the drainage ditch precipitate, causing the water inlet of the blind pipe to be blocked. SUMMARY

[0005] The utility model aims at providing a kind of hard road with anti-clogging water-permeable pavement structure, by being provided with filter frame in drainage ditch, the middle part of filter frame is recessed inward, and cavity for water passing is formed with drainage ditch, when water enters filter frame, impurities will accumulate in filter frame, when the impurities in filter frame are higher than the height of pipeline, water can still flow into pipeline from the upper part of filter frame, thereby solve the problem that the water inlet of pipeline is easily blocked.

[0006] To solve the prior art problems, the utility model provides a kind of hard road with anti-clogging water-permeable pavement structure, including water infiltration layer and drainage ditch layer being arranged in one side of water infiltration layer, one end of drainage ditch layer is connected with drainage pipe for guiding water into the ground, gravel layer for filtering impurities in water is arranged above water infiltration layer, detachable filter frame is arranged in drainage ditch layer, the central position of filter frame is recessed inward and forms cavity for water passing with drainage ditch layer.

[0007] Preferably, the drainage pipe is composed of longitudinally arranged and transversely arranged pipelines, and a plurality of through holes for water passing are distributed on the drainage pipe, and an isolation net is sleeved outside the drainage pipe.

[0008] Preferably, the top of the drainage ditch layer is provided with a detachable grid layer, and the top of the grid layer is provided with a filter plate for filtering large impurities in water.

[0009] Preferably, the water permeable layer is provided below a gravel cushion layer, the bottom of the gravel cushion layer is provided with a stone base layer for preventing road settlement, and a part of the gravel cushion layer can be filled into the gap in the stone base layer.

[0010] Preferably, a water permeable brick layer for water permeation is laid above the gravel layer, and the height of the water permeable brick layer is 10-20 cm.

[0011] Preferably, a cement support layer for supporting the road is laid above the water permeable brick layer, and the height of the cement support layer is not greater than 50 cm.

[0012] Preferably, a water permeable asphalt surface layer is laid above the cement support layer, and the height of the water permeable asphalt surface layer is 3-10 cm.

[0013] Compared with the prior art, the hard road structure with the anti-clogging water permeable pavement structure has the following advantages:

[0014] (1) The drainage pipe is pre-buried in the gravel layer, the drainage pipe and the drainage ditch layer are connected with each other, the filter frame is arranged in the drainage ditch layer, the middle part of the filter frame is inwardly recessed to form a cavity for water passing through with the drainage ditch layer, and one end of the drainage pipe is arranged at the center position of the drainage ditch layer. When water flows into the drainage ditch layer, the water will overflow into the water inlet of the drainage pipe, and the impurities will be left at the bottom of the filter frame. When the impurities in the filter frame are higher than the height of the drainage pipe, water can still flow into the drainage pipe from the upper part of the filter frame, thereby solving the problem that the water inlet of the pipe is easy to be blocked.

[0015] (2) The gravel cushion layer is arranged above the stone base layer, the water permeable layer is arranged above the gravel cushion layer, and the gravel layer is arranged above the water permeable layer for filtering water permeation. The strength and hardness of the traditional road are retained, rainwater runoff is effectively reduced, urban waterlogging problems are alleviated, underground water is supplemented, and the urban ecological environment is improved. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is a three-dimensional structure schematic diagram of a hard road with an anti-clogging water permeable pavement structure.

[0017] Figure 2 It is a front view structure schematic diagram of a hard road with an anti-clogging water permeable pavement structure.

[0018] Figure 3 It is an explosion structure schematic diagram of a hard road with an anti-clogging water permeable pavement structure.

[0019] Figure 4 It is a drainage pipe three-dimensional structure schematic diagram of hard road with anti-blocking water-permeable pavement structure.

[0020] The figure label is: 1, stone base layer; 2, gravel cushion layer; 3, water permeable layer; 4, gravel layer; 5, water permeable brick layer; 6, cement support layer; 7, water permeable asphalt surface layer; 8, drainage ditch layer; 9, filter frame; 10, grid layer; 11, filter plate; 12, drainage pipe; 121, through hole. DETAILED DESCRIPTION

[0021] In order to further understand the characteristics, technical means and specific purposes and functions achieved by the utility model, the utility model will be described in further detail below in conjunction with the drawings and specific embodiments.

[0022] Referring to Figures 1-4 The utility model provides: a kind of hard road with anti-blocking water-permeable pavement structure, including water permeable layer 3 and the drainage ditch layer 8 being arranged in water permeable layer 3 side, water permeable layer 3 is the key part in road structure, design is used to receive from such as rainwater or road surface water moisture, and allow these moisture to penetrate to lower layer by its structure. Water permeable layer 3 is usually made of water-permeable material, such as water-permeable concrete, these materials allow moisture to penetrate but prevent soil particles and other impurities from passing. One end of drainage ditch layer 8 is connected with drainage pipe 12 for introducing water into underground, gravel layer 4 for filtering impurities in water is arranged above water permeable layer 3, detachable filter frame 9 is arranged in drainage ditch layer 8, the central position of filter frame 9 is recessed to the inside and forms cavity for water passing with drainage ditch layer 8, drainage ditch layer 8 is used to collect and guide the moisture that penetrates from water permeable layer 3, ensure that moisture can flow smoothly to drainage pipe 12. Drainage pipe 12 is composed of longitudinally arranged and transversely arranged pipe, and a plurality of through holes 121 for water passing are distributed on drainage pipe 12, and isolation net is sleeved outside drainage pipe 12.

[0023] Through the synergies of water permeable layer 3, gravel layer 4, drainage ditch layer 8, filter frame 9, drainage pipe 12 and isolation net, effective collection, filtration and discharge of road surface moisture are realized, and the blockage of drainage system is prevented, and the water permeability and drainage efficiency of road are improved.

[0024] The middle part of filter frame 9 is recessed inward, and forms cavity for water passing with drainage ditch layer 8, and one end of drainage pipe 12 is arranged at the central position of drainage ditch layer 8, when water flows into drainage ditch layer 8, water will overflow to the water inlet of drainage pipe 12, and impurities will remain at the bottom of filter frame 9, when the impurities in filter frame 9 are higher than the height of drainage pipe 12, water can still flow into drainage pipe 12 from the upper part of filter frame 9, so that the problem of easy blockage of water inlet of pipe is solved.

[0025] A removable grid layer 10 is provided on top of the drainage channel layer 8, and a filter plate 11 for filtering larger impurities in the water is provided on top of the grid layer 10. The grid layer 10 is mainly used to support the filter plate 11 and provide a framework or structure for easy disassembly and maintenance when needed. In addition, the grid layer 10 itself can also serve as a preliminary filter layer to prevent large debris from falling directly into the drainage channel layer 8. The grid layer 10 is usually made of strong and durable materials such as metal or plastic, which can withstand the weight of pedestrians and vehicles above while maintaining the structural integrity. The grid layer 10 has openings of moderate size that can block larger impurities but allow water to flow through. The filter plate 11 is usually made of water-permeable materials that allow water to flow through but can block larger impurities. The surface of the filter plate 11 is designed with tiny holes or grooves that are small enough to block impurities but do not affect the passage of water.

[0026] A gravel cushion layer 2 is provided below the water-permeable layer 3, and a stone base layer 1 for preventing road settlement is provided at the bottom of the gravel cushion layer 2. The stone base layer 1 is the load-bearing layer of the road structure, used to disperse and support the weight of the layers above to prevent road settlement. The stone base layer 1 is usually composed of large, solid stones that are closely arranged to form a stable support structure. The gaps between the stones help with drainage but are not sufficient to cause significant settlement of the road structure. Part of the gravel cushion layer 2 can fill the gaps in the stone base layer 1, and the gravel cushion layer 2 serves as a transition and buffer, which can disperse the weight of the water-permeable layer 3 above to the stone base layer 1 below while providing certain drainage performance. The gravel cushion layer 2 is composed of different sizes of gravel particles, and the gaps between these particles allow water to penetrate and guide water to the lower layer. In addition, part of the gravel cushion layer 2 can fill the gaps in the stone base layer 1, further enhancing the stability of the road structure. A permeable brick layer 5 for water permeability is laid on top of the gravel layer 4, and the height of the permeable brick layer 5 is 10-20 cm. The permeable brick layer 5 is made of water-permeable materials such as water-permeable concrete bricks or water-permeable ceramic bricks. These bricks have a porous structure that allows water to penetrate while maintaining the smoothness and beauty of the surface.

[0027] A cement support layer 6 for supporting the road is laid on top of the permeable brick layer 5, and the height of the cement support layer 6 is not greater than 50 cm. The cement support layer 6 mainly serves to support and reinforce the road structure, ensuring that the road can withstand the weight of pedestrians and vehicles while maintaining the flatness and stability of the road. A permeable asphalt surface layer 7 is laid on top of the cement support layer 6, and the height of the permeable asphalt surface layer 7 is 3-10 cm. The permeable asphalt surface layer 7 is made of water-permeable asphalt materials that have a porous structure that allows water to penetrate. When rainwater or water on the road surface falls onto the permeable asphalt surface layer 7, water penetrates through its porous structure to the cement support layer 6 and permeable brick layer 5 below.

[0028] Working principle: the construction personnel pre-lay the stone base 1 to the roadbed on the ground, the stone base 1 is laid on the top of the stone base 1, and the part of the gravel cushion layer 2 is filled into the gap of the stone base 1, the water permeable layer 3 is laid on the top of the gravel cushion layer 2, and the drain pipe 12 is laid on the top of the water permeable layer 3, and the gravel layer 4 is laid on the water permeable layer 3. Then, the water permeable brick layer 5, the cement support layer 6 and the water permeable asphalt surface layer 7 are laid in sequence, after the road is laid, the filter frame 9 is installed in the drainage ditch layer 8, the top of the filter frame 9 is provided with the grid layer 10, the top of the grid layer 10 is provided with the filter plate 11, and the filter frame 9 is arranged in the drainage ditch layer 8, the middle part of the filter frame 9 is recessed inwardly, and the drainage ditch layer 8 forms a cavity for water passing, and one end of the drain pipe 12 is arranged at the center position of the drainage ditch layer 8, when water flows into the drainage ditch layer 8, the water overflows into the water inlet of the drain pipe 12, and the impurities are left at the bottom of the filter frame 9, when the impurities in the filter frame 9 are higher than the height of the drain pipe 12, the water can still flow into the drain pipe 12 from the upper part of the filter frame 9, so that the problem of easy blockage of the water inlet of the pipeline is solved, and the road retains the strength and hardness of the traditional road, and effectively reduces the rainwater runoff and relieves the urban waterlogging problem; at the same time, the underground water can be supplemented, and the urban ecological environment can be improved.

[0029] The above embodiment only expresses one or several embodiments of the present application, and the description is more specific and detailed, but it cannot be understood as the limitation of the scope of the present application. It should be noted that, for ordinary skilled in the art, without departing from the concept of the present application, a number of modifications and improvements can be made, which belong to the protection scope of the present application. Therefore, the protection scope of the present application should be subject to the appended claims.

Claims

1. A hard road having a clog-preventing permeable pavement structure, characterized by: The invention discloses a water-permeable layer (3) and a drainage ditch layer (8) arranged on one side of the water-permeable layer (3), one end of the drainage ditch layer (8) is connected with a drainage pipe (12) for guiding water to the ground, a gravel layer (4) for filtering impurities in water is arranged above the water-permeable layer (3), a detachable filter frame (9) is arranged in the drainage ditch layer (8), and the center of the filter frame (9) is recessed inward to form a cavity for water passing through.

2. A rigid road with a non-clogging water-permeable pavement structure according to claim 1, characterized in that: The drainage pipe (12) is composed of longitudinally arranged and transversely arranged pipes, and a plurality of through holes (121) for water passing through are distributed on the drainage pipe (12), and an isolation net is arranged outside the drainage pipe (12).

3. The rigid road with the anti-blocking and water-permeable pavement structure according to claim 1, characterized in that: A detachable grid layer (10) is arranged on the top of the drainage ditch layer (8), and a filter plate (11) for filtering larger impurities in water is arranged on the top of the grid layer (10).

4. The rigid road with the anti-blocking and water-permeable pavement structure according to claim 1, characterized in that: A broken stone cushion layer (2) is arranged below the water-permeable layer (3), a stone base layer (1) for preventing road settlement is arranged at the bottom of the broken stone cushion layer (2), and a part of the broken stone cushion layer (2) can be filled into the gap in the stone base layer (1).

5. The rigid road with the anti-blocking and water-permeable pavement structure according to claim 1, characterized in that: A water-permeable brick layer (5) for water permeation is arranged above the gravel layer (4), and the height of the water-permeable brick layer (5) is 10-20 cm.

6. A rigid road with a non-clogging water-permeable pavement structure according to claim 5, characterized in that: A cement support layer (6) for supporting the road is arranged above the water-permeable brick layer (5), and the height of the cement support layer (6) is not greater than 50 cm.

7. A rigid road with a non-clogging water-permeable pavement structure according to claim 6, characterized in that: A water-permeable asphalt surface layer (7) is arranged above the cement support layer (6), and the height of the water-permeable asphalt surface layer (7) is 3-10 cm.

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