Municipal road drainage system

Abstract

The utility model relates to the technical field of municipal drainage, in particular to a municipal road drainage system. The pressure of a municipal drainage system can be relieved, urban road rainwater is effectively collected, underground water is supplemented, and the rainwater utilization rate is increased; comprising drainage ditches arranged on the two sides of a municipal road, reservoirs arranged corresponding to the drainage ditches, a plurality of communicating pipes and a plurality of overflow seepage pipes, the drainage ditches and the reservoirs are arranged parallel to the municipal road, one ends of the communicating pipes extend into the drainage ditches, and the other ends of the communicating pipes extend into the reservoirs. One end of the overflow seepage pipe extends into the upper part in the reservoir, and the other end of the overflow seepage pipe extends underground; the device further comprises a pressure pump and a water outlet pipe, a partition plate is arranged on the lower portion in the water storage tank and divides the water storage tank into an upper cavity and a lower cavity, the input end of the pressure pump extends into the upper cavity, and a plurality of pressure water seepage pipes communicated with the lower cavity are arranged at the bottom of the water storage tank.

Description

Technical Field

[0001] This utility model relates to the technical field of municipal drainage, and in particular to a municipal road drainage system. Background Technology

[0002] With urbanization, road network density has increased, and the area of ​​paved roads has expanded. The impermeability of the ground surface has also increased, meaning rainwater cannot naturally infiltrate through the road surface. Instead, it is collected by roadside rainwater collection inlets and transported through municipal stormwater pipe networks, significantly increasing the pressure on municipal drainage systems. When rainfall intensity exceeds the drainage system's capacity, urban flooding is highly likely. Roads constitute a large proportion of the urban surface area, and the volume of surface runoff generated during rainfall is also substantial. Due to the porosity and permeability limitations of paved road structures, approximately 80% of road surface runoff is directly discharged through roadside rainwater collection inlets, failing to replenish groundwater or be utilized. Utility Model Content

[0003] In view of the shortcomings of the existing technology, this utility model provides a municipal road drainage system that can reduce the pressure on the municipal drainage system, effectively collect rainwater from urban roads, replenish groundwater, and improve the utilization rate of rainwater.

[0004] To achieve the above objectives, this utility model provides the following technical solution: a municipal road drainage system, comprising drainage ditches set on both sides of the municipal road, a water storage tank arranged corresponding to the drainage ditches, multiple connecting pipes, and multiple overflow seepage pipes. The drainage ditches and water storage tanks are arranged parallel to the municipal road. One end of each connecting pipe extends into the drainage ditch, and the other end extends into the water storage tank. One end of each overflow seepage pipe extends into the upper part of the water storage tank, and the other end extends underground. Furthermore, the multiple overflow seepage pipes are symmetrically arranged on both sides of the water storage tank and evenly distributed. The water storage tank is made of concrete to ensure its structural strength. The drainage ditches are used for collecting rainwater on both sides of the municipal road.

[0005] Preferably, the reservoir also includes a booster pump and an outlet pipe. A partition plate is provided in the lower part of the reservoir, which divides the reservoir into an upper chamber and a lower chamber. The input end of the booster pump extends into the upper chamber, and the output end of the booster pump is connected to the input end of the outlet pipe. The output end of the outlet pipe extends into the lower chamber. Multiple pressurized seepage pipes connected to the lower chamber are provided at the bottom of the reservoir.

[0006] Preferably, it also includes a level gauge, which is coupled to a booster pump; further, the level gauge is used to monitor the liquid level in the upper cavity of the water storage tank, and the level gauge is preferably an ultrasonic level gauge, which is connected to the booster pump via an external PLC system.

[0007] Preferably, the upper part of the water storage tank is provided with an open pool; further, the open pool is used for planting plants for roadside green belts.

[0008] Preferably, a manhole is provided on the top of the water storage tank, and a manhole cover is hinged to the manhole.

[0009] Preferably, the output end of the water outlet pipe extends upward to the upper part of the water storage tank and then downward to the lower cavity. A switch valve is installed on the water outlet pipe, and a water outlet valve communicating with the inside of the water outlet pipe is provided on the water outlet pipe. Further, the switch valve is preferably an electrically controlled valve, which is connected to the level gauge via an external PLC system signal. The electrically controlled valve can also be a manual butterfly valve. The water outlet valve is preferably a water pump connector.

[0010] Preferably, the top wall of the water storage tank is made of a porous permeation plate; further, the top wall of the water storage tank is made of a ceramic permeation plate or other permeation plate that allows water to pass through; a reinforcing beam can be provided at the bottom of the porous permeation plate to improve the load-bearing strength of the porous permeation plate.

[0011] Preferably, both the overflow seepage pipe and the pressurized seepage pipe have multiple seepage holes at the bottom outer wall that communicate with the inside of the overflow seepage pipe.

[0012] Preferably, a filter screen is provided at the connection between the connecting pipe and the drainage ditch.

[0013] Compared with the prior art, this utility model provides a municipal road drainage system with the following beneficial effects: When it rains, rainwater on the municipal road flows into the drainage ditches on both sides, and then flows into the storage tank through the connecting pipe, preventing rainwater from flowing directly into the municipal drainage system and effectively mitigating the impact of heavy rain on the municipal drainage system. When the liquid level in the storage tank is higher than the overflow infiltration pipe, some rainwater flows into the ground through the overflow infiltration pipe to replenish the groundwater. The rainwater in the storage tank can be used for subsequent road washing or watering of green plants, effectively collecting rainwater from urban roads and improving rainwater utilization. Attached Figure Description

[0014] Figure 1 This is a three-dimensional structural schematic diagram of the present invention;

[0015] Figure 2 This is a top view schematic diagram of the structure of this utility model;

[0016] Figure 3 This is the utility model Figure 2 Schematic diagram of the cross-sectional structure at point AA;

[0017] Figure 4 This is the utility model Figure 2Schematic diagram of the cross-sectional structure at point BB;

[0018] Figure 5 This is the utility model Figure 1 A magnified schematic diagram of the structure at point C in the middle;

[0019] The following are labels in the attached diagram: 1. Drainage ditch; 2. Water storage tank; 3. Connecting pipe; 4. Overflow seepage pipe; 5. Booster pump; 6. Water outlet pipe; 7. Partition plate; 8. Upper cavity; 9. Lower cavity; 10. Pressurized seepage pipe; 11. Level gauge; 12. Open pool; 13. Manhole; 14. Well cover; 15. Switch valve; 16. Water outlet valve; 17. Porous filter plate; 18. Seepage hole; 19. Filter screen. Detailed Implementation

[0020] To enable those skilled in the art to better understand the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.

[0021] It should be noted that, unless otherwise specified, the embodiments and features and technical solutions in the present invention can be combined with each other.

[0022] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0023] Example 1

[0024] Please refer to Figure 1-3 A municipal road drainage system specifically includes: drainage ditches 1 set on both sides of the municipal road, a water storage tank 2 arranged corresponding to the drainage ditches 1, multiple connecting pipes 3, and multiple overflow seepage pipes 4. The drainage ditches 1 and the water storage tank 2 are arranged parallel to the municipal road. One end of the multiple connecting pipes 3 extends into the drainage ditches 1, and the other end of the multiple connecting pipes 3 extends into the water storage tank 2. One end of the overflow seepage pipe 4 extends into the upper part of the water storage tank 2, and the other end of the overflow seepage pipe 4 extends underground. Furthermore, the multiple overflow seepage pipes 4 are symmetrically arranged on both sides of the water storage tank 2 and are evenly distributed. The water storage tank 2 is made of concrete to ensure the structural strength of the water storage tank 2. The drainage ditches 1 are used to collect rainwater on both sides of the municipal road.

[0025] For details, please refer to Figure 1 The upper part of the water storage tank 2 is provided with an open pool 12; furthermore, the open pool 12 is used for planting plants for road green belts.

[0026] For details, please refer to Figure 2 A filter screen 19 is provided at the connection between the connecting pipe 3 and the drainage ditch 1.

[0027] For details, please refer to Figure 3 or Figure 4 The top wall of the water storage tank 2 is made of a porous permeation plate 17; furthermore, the top wall of the water storage tank 2 is made of a ceramic permeation plate or other permeation plate that allows water to pass through; a reinforcing beam can be set at the bottom of the porous permeation plate 17 to improve the load-bearing strength of the porous permeation plate 17.

[0028] The municipal road drainage system provided in this embodiment can bury the water storage tank 2 under the green belt on both sides of the road, plant green plants in the open pool 12, and the loose soil in the open pool 12 can also store rainwater in the early stage. When there is too much rainwater in the open pool 12, some rainwater seeps down into the water storage tank 2 through the porous infiltration plate 17. In sunny weather, after the rainwater in the water storage tank 2 evaporates, it enters the soil in the open pool 12 through the porous infiltration plate 17 to replenish the water for the green plants. The filter screen 19 can prevent external debris from entering the water storage tank 2 to ensure the cleanliness of the rainwater collected in the water storage tank 2.

[0029] For details, please refer to Figure 3 It also includes a booster pump 5 and an outlet pipe 6. The lower part of the water storage tank 2 is provided with a partition plate 7, which divides the water storage tank 2 into an upper chamber 8 and a lower chamber 9. The input end of the booster pump 5 extends into the upper chamber 8, and the output end of the booster pump 5 is connected to the input end of the outlet pipe 6. The output end of the outlet pipe 6 extends into the lower chamber 9. The bottom of the water storage tank 2 is provided with multiple pressurized seepage pipes 10 that are connected to the lower chamber 9. It should be noted that the pressurized seepage pipes 10 should avoid underground subway tunnels, etc. The booster pump 5 is fixedly installed on the upper part of the partition plate 7.

[0030] For details, please refer to Figure 3-4 It also includes a level gauge 11, which is coupled to the pressure pump 5; furthermore, the level gauge 11 is used to monitor the liquid level at the upper cavity 8 inside the water storage tank 2. The level gauge 11 is preferably an ultrasonic level gauge, and the level gauge 11 is connected to the pressure pump 5 via an external PLC system.

[0031] For details, please refer to Figure 4 The outlet pipe 6 extends upward to the upper part of the water storage tank 2 and then downward to the lower cavity 9. A switch valve 15 is installed on the outlet pipe 6, and an outlet valve 16 communicating with the inside of the outlet pipe 6 is provided on the outlet pipe 6. Furthermore, the switch valve 15 is preferably an electrically controlled valve, which is connected to the level gauge 11 via an external PLC system signal. The electrically controlled valve can also be a manual butterfly valve. The outlet valve 16 is preferably a water pump connector.

[0032] For details, please refer to Figure 1 and Figure 3 A manhole 13 is provided on the top of the water storage tank 2, and a manhole cover 14 is hinged to the manhole 13.

[0033] For details, please refer to Figure 5 Both the overflow seepage pipe 4 and the pressurized seepage pipe 10 have multiple seepage holes 18 at the bottom outer wall that communicate with the inside of the overflow seepage pipe 4.

[0034] In the municipal road drainage system provided in this embodiment, after the level gauge 11 detects that the liquid level in the upper chamber 8 of the water storage tank 2 is too high, it transmits the signal to the booster pump 5 via the external PLC system. After the booster pump 5 is turned on, the water in the upper chamber 8 is pressurized and injected into the lower chamber 9. The water pressure in the lower chamber 9 increases, and some rainwater seeps into the ground through the pressurized infiltration pipe 10, replenishing the urban groundwater while further reducing the pressure on the urban drainage system; while the infiltration hole 18 can improve the overflow infiltration pipe 4 and The pressurized infiltration pipe 10 increases the infiltration area of ​​rainwater, thereby improving the efficiency of rainwater infiltration into the ground. When it is necessary to extract rainwater from the upper cavity 8 of the water storage tank 2, the switch valve 15 is closed and the outlet valve 16 is opened. After the pressurization pump 5 is started, the rainwater in the upper cavity 8 is discharged through the outlet valve 16. The rainwater discharged through the outlet valve 16 can be used for washing urban roads or watering green plants. Operators can enter the upper cavity 8 through the manhole 13 to facilitate maintenance and repair of the equipment in the upper cavity 8.

[0035] The usage process of the municipal road drainage system provided by this utility model is as follows: When it rains, the rainwater on the municipal road flows into the drainage ditches 1 on both sides. The rainwater flows into the storage tank 2 through the connecting pipe 3, avoiding the rainwater from flowing directly into the municipal drainage system and effectively mitigating the impact of heavy rain on the municipal drainage system. When the liquid level in the storage tank 2 is higher than the overflow infiltration pipe 4, some rainwater flows into the ground through the overflow infiltration pipe 4. When the rainwater level in the upper cavity 8 rises further, the pressure pump 5 is started, and some rainwater seeps further into the ground through the pressurized infiltration pipe 10. In this way, the water storage and buffering of urban rainwater and the effective replenishment of urban groundwater are achieved.

[0036] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a connection that allows communication between them; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

Claims

1. A municipal road drainage system, characterized in that, It includes drainage ditches (1) set on both sides of municipal roads, water storage tanks (2) arranged corresponding to the drainage ditches (1), multiple connecting pipes (3) and multiple overflow seepage pipes (4). The drainage ditches (1) and water storage tanks (2) are arranged parallel to the municipal roads. One end of the multiple connecting pipes (3) extends into the drainage ditches (1), and the other end of the multiple connecting pipes (3) extends into the water storage tanks (2). One end of the overflow seepage pipes (4) extends into the upper part of the water storage tanks (2), and the other end of the overflow seepage pipes (4) extends underground.

2. The municipal road drainage system according to claim 1, characterized in that, It also includes a booster pump (5) and an outlet pipe (6). The lower part of the water storage tank (2) is provided with a partition plate (7), which divides the water storage tank (2) into an upper chamber (8) and a lower chamber (9). The input end of the booster pump (5) extends into the upper chamber (8), and the output end of the booster pump (5) is connected to the input end of the outlet pipe (6). The output end of the outlet pipe (6) extends into the lower chamber (9). The bottom of the water storage tank (2) is provided with multiple pressurized seepage pipes (10) that are connected to the lower chamber (9).

3. The municipal road drainage system according to claim 2, characterized in that, It also includes a level gauge (11) coupled to a pressure pump (5).

4. The municipal road drainage system according to claim 1, characterized in that, The upper part of the water storage tank (2) is provided with an open pool (12).

5. The municipal road drainage system according to claim 1, characterized in that, A manhole (13) is provided on the top of the water storage tank (2), and a manhole cover (14) is hinged to the manhole (13).

6. The municipal road drainage system according to claim 2, characterized in that, The output end of the water outlet pipe (6) extends upward to the upper part of the water storage tank (2) and then downward to the lower cavity (9). A switch valve (15) is installed on the water outlet pipe (6), and a water outlet valve (16) communicating with the inside of the water outlet pipe (6) is provided on the water outlet pipe (6).

7. The municipal road drainage system according to claim 4, characterized in that, The top wall of the water storage tank (2) is made of porous permeation plate (17).

8. The municipal road drainage system according to claim 2, characterized in that, Both the overflow seepage pipe (4) and the pressurized seepage pipe (10) have multiple seepage holes (18) at the bottom outer wall that communicate with the inside of the overflow seepage pipe (4).

9. The municipal road drainage system according to claim 1, characterized in that, A filter screen (19) is provided at the connection between the connecting pipe (3) and the drainage ditch (1).

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