CN216379837U

CN216379837U - Ecological drainage system of sponge urban road

Info

Publication number: CN216379837U
Application number: CN202122826061.1U
Authority: CN
Inventors: 陈鲁; 陈邦照; 阮云坤; 徐晶天; 胡瑜; 尉高林; 代南将
Original assignee: Kunming Technology Pan Asia Design Group Co ltd
Current assignee: Kunming Technology Pan Asia Design Group Co ltd
Priority date: 2021-11-18
Filing date: 2021-11-18
Publication date: 2022-04-26
Anticipated expiration: 2031-11-18

Abstract

The utility model discloses a sponge urban road ecological drainage system, which comprises a roadway and a road surface rainwater inspection well arranged on the roadway, wherein the road surface rainwater inspection well is communicated with an underground rainwater pipe network, an ecological drainage structure at the edge of the roadway sequentially comprises an ecological drainage groove, a recessed green belt and a green land from inside to outside, the ecological drainage groove comprises an inner groove wall, a groove bottom and an outer groove wall which are integrally connected, a water inlet hole is formed in the inner groove wall, a water seepage hole is formed in the outer groove wall, the green belt rainwater inspection well is arranged in the recessed green belt, an overflow type rainwater grate is arranged at the upper end of the green belt rainwater inspection well, the height of the overflow type rainwater grate is smaller than that of the outer groove wall, and the green belt rainwater inspection well and the road surface rainwater inspection well are communicated through an underground transverse branch pipe. The utility model can keep better drainage effect for a long time, has high utilization rate of rainwater resources, can radically cure water in road areas, and has obvious economic value and social value.

Description

Ecological drainage system of sponge urban road

Technical Field

The utility model relates to the technical field of sponge urban road drainage, in particular to a sponge urban road ecological drainage system.

Background

The sponge city is a city which can be like a sponge, has good elasticity in the aspects of adapting to environmental changes, coping with natural disasters and the like, absorbs water, stores water, seeps water and purifies water when raining, releases and utilizes the stored water when needed, and improves the utilization rate of rainwater. When water is accumulated on the pavement, one of the hazards is that under the expansion and contraction action caused by repeated load of vehicles and temperature change of the asphalt concrete pavement, water can slowly permeate into the space between asphalt and aggregate, so that a bonding film between the asphalt and the aggregate is damaged, the bonding force is reduced, the pavement loses strength, and the stability is damaged; another hazard is that the accumulated water can form a water film on the cement concrete pavement, which leads to the reduction of the skid resistance of the pavement, thereby affecting the safe driving of vehicles and improving the occurrence probability of traffic accidents. Therefore, the problem of prevention and control of the surface gathered water is an indispensable link in road construction all the time, and the sponge city can realize effective utilization of rainwater resources, solve the shortage of urban water resources, and the concept of improving the urban rainfall flood management capability gradually becomes a key point of main consideration of urban construction.

The greenbelt plays an important role in preventing and draining water of a city, and the greenbelt or the green belt is arranged on the road side of the road, and holes are formed in the curbstone for promoting the absorption of rainwater on the road side by the greenbelt or the green belt. The measures probably have certain effect on the absorption of the rainwater on the road surface in the initial use stage, but along with the saturation of the soil of the green belt for absorbing water, the holes on the vertical kerbs can not discharge the rainwater into the green land or the green belt on the road side, but can wash the soil in the green land or the green belt to the road surface, so that the road surface pollution and the soil loss of the green belt are caused, and even the blockage of an underground pipe network can be caused in the past for a long time, so that the effect of radically treating the accumulated water on the road surface can not be achieved. Therefore, it is objectively needed to develop an ecological drainage system for sponge urban roads, which can maintain a good drainage effect for a long time, has a high utilization rate of rainwater resources, and can radically cure water in road areas.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide the sponge urban road ecological drainage system which can keep a good drainage effect for a long time, has high utilization rate of rainwater resources and can radically treat water on road areas.

The utility model aims to realize the purpose, which comprises a roadway and a pavement rainwater inspection well arranged on the roadway, wherein the pavement rainwater inspection well is communicated with an underground rainwater pipe network, the edge of the roadway is provided with an ecological drainage structure, the ecological drainage structure sequentially comprises an ecological drainage groove, a recessed green belt and a green land from inside to outside, the section of the ecological drainage groove is in a U-shaped structure with an open upper end, the ecological drainage groove comprises an inner groove wall, a groove bottom and an outer groove wall which are integrally connected, the height of the inner groove wall is greater than that of the edge of the roadway, the height of the outer groove wall is flush with that of the edge of the recessed green belt, the inner groove wall is provided with a water inlet hole, the outer groove wall is provided with a water seepage hole, the recessed green belt rainwater inspection well is arranged in the green belt, the upper end of the green belt rainwater inspection well is provided with an overflow type rainwater grate, and the height of the overflow type rainwater grate is less than that of the outer groove wall, the green belt rainwater inspection well is communicated with the road surface rainwater inspection well through the underground transverse branch pipe.

Furthermore, the roadway is of a bidirectional cross slope structure with a high middle and two low sides, and ecological drainage structures are arranged on two sides of the roadway.

Furthermore, the roadway is a one-way cross slope structure with one side higher than the other side lower, and the ecological drainage structure is positioned on the lower side of the roadway.

Furthermore, the bottom and the side wall in the ecological drainage groove are laid with needle-punched non-woven geotextile, and the inner side of the needle-punched non-woven geotextile is filled with a filter layer.

Furthermore, the filtering layer is broken stone or pebble.

Furthermore, the hole center of the water inlet hole is positioned on the intersection line of the edge of the roadway and the inner groove wall, and the water seepage hole is positioned at the bottom of the outer groove wall.

Furthermore, the ecological water draining groove is of a reinforced concrete structure.

Further, a continuous foundation is arranged below the ecological drainage groove, and the continuous foundation is a plain concrete structure.

Furthermore, the width of the concave type green belt is more than or equal to 1.0 m.

Furthermore, the greenbelt rainwater inspection well is located at the lowest position of the concave greenbelt, the distance between the top surface of the overflow type rainwater grate and the upper end surface of the outer groove wall is 5cm, and the distance between the lowest position of the concave greenbelt and the upper end surface of the outer groove wall is 15 cm.

The utility model has the following beneficial effects:

firstly, when using, the rainwater can fall on the roadway, in the ecological water drainage tank, on recessed greenbelt and the greenery patches, can follow the inlet opening and get into ecological water drainage tank after the rainwater gathering on the roadway, the rainwater flows in ecological water drainage tank, partly along ecological water drainage tank inflow river course or get into specific rainwater collection point, partly pass through infiltration hole infiltration entering recessed greenbelt, further permeate to the greenery patches, the drainage effect of rainwater is better, and the collection and the utilization ratio of rainwater resource are higher, can also guarantee the good growth of vegetation on recessed greenbelt and the greenery patches, maintain beautiful view environment.

And secondly, when the rainfall is large and exceeds the absorbing capacity of the greenbelt and the concave-down type green belt, redundant rainwater can be gathered in the concave-down type green belt with lower terrain, and along with the continuous rising of the water level, when the water level in the concave-down type green belt exceeds the overflow type rainwater grate, the excessive rainwater can be discharged into the green belt rainwater inspection well through the overflow type rainwater grate, then flows into the road surface rainwater inspection well through the underground transverse branch pipe, finally is uniformly gathered into the underground rainwater pipe network and discharged into a peripheral river channel or a specific rainwater collecting place, so that on one hand, rainwater resources can be better collected and utilized, on the other hand, soil and rainwater in the greenbelt and the concave-down type green belt can be prevented from reversely scouring to a roadway, a better drainage effect can be kept for a long time, and a radical effect on road area water is achieved.

In conclusion, the rainwater drainage system can achieve a good drainage effect on accumulated water accumulated on a road surface for a long time, can ensure good growth of vegetation on a concave greenbelt and a green land by using rainwater, can dredge and collect rainwater well, improves the utilization efficiency of the rainwater, has high utilization rate of rainwater resources, can achieve a radical treatment effect on water in the road area, and has remarkable economic value and social value.

Drawings

FIG. 1 is a schematic perspective view of the present invention;

FIG. 2 is a schematic cross-sectional view of the present invention;

FIG. 3 is a schematic structural diagram of one embodiment of the present invention;

FIG. 4 is a schematic top view of the structure of FIG. 3;

in the figure: 1-roadway, 2-road surface rainwater inspection well, 3-underground rainwater pipe network, 4-ecological drainage tank, 41-inner tank wall, 42-tank bottom, 43-outer tank wall, 5-concave type green belt, 6-greenbelt, 7-water inlet hole, 8-water seepage hole, 9-green belt rainwater inspection well, 10-overflow type rainwater grate, 11-underground transverse branch pipe, 12-needle-punched non-woven geotextile, 13-filter layer and 14-continuous foundation.

Detailed Description

The present invention is further described with reference to the drawings, but the present invention is not limited thereto in any way, and any modification or improvement based on the present invention is within the protection scope of the present invention.

As shown in figures 1-4, the utility model comprises a roadway 1 and a road surface rainwater inspection well 2 arranged on the roadway 1, the road surface rainwater inspection well 2 is communicated with an underground rainwater pipe network 3, the edge of the roadway 1 is provided with an ecological drainage structure, the ecological drainage structure sequentially comprises an ecological drainage groove 4, a concave type green belt 5 and a green land 6 from inside to outside, the section shape of the ecological drainage groove 4 is a U-shaped structure with an open upper end, the ecological drainage groove 4 comprises an inner groove wall 41, a groove bottom 42 and an outer groove wall 43 which are integrally connected, the height of the inner groove wall 41 is larger than that of the edge of the roadway 1, the height of the outer groove wall 43 is equal to that of the edge of the concave type green belt 5, the inner groove wall 41 is provided with a water inlet hole 7, when in actual use, the water inlet hole 7 can be selected from circular holes with the diameter of 10cm, the specific number, size, shape and position are determined according to actual conditions, and are convenient for drainage, be provided with infiltration hole 8 on outer cell wall 43, during the in-service use, infiltration hole 8 can arrange four, four infiltration hole 8 intervals are evenly arranged side by side, the optional diameter is 5 cm's round hole, specific quantity, size, shape and position are confirmed according to actual conditions, be provided with greenbelt rainwater inspection shaft 9 in the recessed greenbelt 5, greenbelt rainwater inspection shaft 9's quantity and position can be rationally arranged according to actual conditions, greenbelt rainwater inspection shaft 9's upper end is provided with overflow formula rainwater grate 10, overflow formula rainwater grate 10 highly is less than outer cell wall 43's height, be convenient for the rainwater to flow into greenbelt rainwater inspection shaft 9 from overflow formula rainwater grate 10, and can not follow outer cell wall 43 and flow into ecological drainage tank 4 backward, communicate through horizontal branch pipe 11 in the underground between greenbelt rainwater inspection shaft 9 and the road surface rainwater inspection shaft 2.

When the utility model is used, part of the natural rainfall falls on the surface of the roadway 1, part of the natural rainfall falls into the ecological drainage grooves 4, part of the natural rainfall falls into the recessed green belt 5 and the surrounding green land 6, the accumulated water on the roadway 1 is gathered, most of the accumulated water can flow into the ecological drainage grooves 4 distributed on the whole section from the water inlet hole 7, part of the natural rainfall flows into a river channel or a specific rainwater collection point along the ecological drainage grooves 4, part of the natural rainfall permeates into the recessed green belt 5 through the water seepage holes 8 and further permeates into the green land 6, the penetration depth of the natural rainfall on the surrounding green land 6 is limited, the soil at the positions of the water seepage holes 8 is ensured to be dry, the rainwater in the ecological drainage grooves 4 can be better absorbed, through the processes, the purpose of rainwater collection can be achieved, the vegetation on the roadside can also be ensured to grow well on the recessed green land 5 and the green land 6, the beautiful landscape environment is maintained, and the rainfall amount is not too long, the utility model can effectively realize the collection and the discharge of rainwater on the road surface and greatly improve the recycling efficiency of the rainwater. When the rainfall is large, the peripheral greenbelts 6 and the recessed greenbelts 5 cannot absorb so much rainwater, the redundant rainwater can be gathered into the recessed greenbelts 5 with lower terrain, the water level in the recessed greenbelts 5 can continuously rise along with the duration of rainfall, when the water level exceeds the top surfaces of the overflow rainwater grates 10, the excessive rainwater can be discharged into the greenbelt rainwater inspection wells 9 through the overflow rainwater grates 10, then flows into the road surface rainwater inspection wells 2 through the underground transverse branch pipes 7, finally is uniformly gathered into the underground rainwater network 3, and then is discharged into peripheral river channels or specific rainwater collection places, so that the rainwater can be recovered and reused, and the purposes of accumulated water discharge and rainwater collection can be achieved through the processes.

Preferably, the roadway 1 is a bidirectional cross slope structure with a high middle and two low sides, and both sides of the roadway 1 are provided with ecological drainage structures, so that rainwater can flow from the highest position in the middle of the roadway 1 to both sides respectively and enter the ecological drainage structures on both sides of the roadway 1 respectively; the one-way cross slope structure that lane 1 is the high opposite side of one side is low, ecological drainage structures is located the lower one side of lane 1, at this moment, the rainwater flows from the lower one side of the higher side direction of lane 1, get into the ecological drainage structures of the lower one side of lane 1, these two kinds of lane 1 structures are the slope structure, can play the water conservancy diversion effect to ponding on the road surface, for lane 1 that the level set up, can be more quick with the ecological drainage structures of log to the roadside, avoid ponding on the road surface, and ponding can the exhaust more thoroughly, guarantee the safe of vehicle and travel. During the actual use, can set up suitable roadway 1 structure according to the actual road condition, set up corresponding ecological drainage structures according to the structure of roadway 1 again, specific cross slope can be confirmed according to actual conditions.

The needle-punched non-woven geotextile 12 is laid at the bottom and the side wall in the ecological drainage groove 4, the filter layer 13 is filled at the inner side of the needle-punched non-woven geotextile 12, the needle-punched non-woven geotextile 12 and the filter layer 13 both have a filtering effect, so that most of pavement garbage and larger impurities can be prevented from directly entering the ecological drainage groove 4 along with rainwater, the rainwater entering the ecological drainage groove 4 is ensured to be clear, the ecological drainage groove 4 is prevented from being polluted, the breeding condition of mosquitoes and flies and algae is further avoided, the primary filtering effect of the pavement rainwater is achieved, and the utilization efficiency of water resources is improved; secondly, the garbage can be prevented from entering the concave greenbelt 5 and the greenbelt 6, the landscape effect of vegetation is effectively maintained, and meanwhile, the problem of pipeline blockage caused by rainwater drained into the underground rainwater pipe network 3 is greatly avoided, so that the whole drainage system can smoothly run; finally, clean rainwater cannot flow away from the ecological drainage groove 4 at once through the blocking of the filter layer 13, and a large part of clean rainwater can permeate the concave type green belt 5 and the peripheral green land 6, so that the recycling efficiency of rainwater resources can be greatly improved. Preferably, the filter layer 13 is crushed stone or pebble, and the material of the filter layer 13 can be selected according to actual conditions.

Preferably, the hole center of the water inlet hole 7 is located on the intersection line of the road surface edge of the roadway 1 and the inner groove wall 41, such arrangement ensures that accumulated water on the road surface can be drained completely, and the water seepage hole 8 is located at the bottom of the outer groove wall 43, so that rainwater in the ecological drainage groove 4 can flow from the water seepage hole 8 to the recessed green belt 5 and then seep into the peripheral green land 6.

The ecological drainage groove 4 is of a reinforced concrete structure, and can be prefabricated by C30 reinforced concrete during actual manufacturing, the standard length of each prefabricated part can be 59cm, the inside net size of the ecological drainage groove 4 can be 30cm multiplied by 40cm (height multiplied by width), the groove bottom 42 is 10cm thick, the height of the inner groove wall 41 is 50cm, the width is 15cm, the inner groove wall 41 is 15cm higher than the pavement of the roadway 1 during installation so as to replace the traditional vertical kerbstone structure, and the height of the outer groove wall 43 is 40cm, and the width is 10 cm.

A continuous foundation 14 is arranged below the ecological drainage groove 4, and the continuous foundation 14 is of a plain concrete structure. A certain space can exist between the bottom of the pavement structure of the common roadway 1 and the bottom of the ecological drainage groove 4, C20 plain concrete can be adopted in the space to form the continuous foundation 14 along the road, and the thickness of the continuous foundation 14 can be flexibly controlled along with the change of the pavement structure.

The width of the concave greening belt 5 is more than or equal to 1.0m, the specific width of the concave greening belt 5 can be flexibly controlled according to the actual conditions such as the range of green areas 6, the landscape effect and the like, and preferably, the width of the concave greening belt 5 is 1.5 m.

Preferably, the rainwater inspection well 9 of the green belt is located at the lowest position of the concave green belt 5, the distance between the top surface of the overflow type rainwater grate 10 and the upper end surface of the outer groove wall 43 is 5cm, the distance between the lowest position of the concave green belt 5 and the upper end surface of the outer groove wall 43 is 15cm, and in the actual use process, the distance between the top surface of the overflow type rainwater grate 10 and the upper end surface of the outer groove wall 43 and the distance between the lowest position of the concave green belt 5 and the upper end surface of the outer groove wall 43 can be determined according to the calculation of the peripheral water amount.

The utility model is suitable for roads with roadside green lands 6 or green belts, such as residential areas, urban parks, rest grounds, roads inside scenic tourist areas and the like, and is used for solving the defect of poor rainwater collection and utilization effects of urban roads in the prior art, so that the urban roads have good rainwater resource recycling capability while reducing road water damage and traffic safety hidden dangers, maintain good ecological environment and beautiful urban landscapes of the cities, and have the effects of promoting separation and discharge of rainwater on road surfaces, filtering rainwater, improving the rainwater resource permeation utilization capability, improving the urban landscape effect, facilitating dredging and overhauling and the like.

Claims

1. A sponge urban road ecological drainage system comprises a roadway (1) and a road surface rainwater inspection well (2) arranged on the roadway (1), wherein the road surface rainwater inspection well (2) is communicated with an underground rainwater pipe network (3), and is characterized in that an ecological drainage structure is arranged at the edge of the roadway (1), the ecological drainage structure sequentially comprises an ecological drainage groove (4), a recessed green belt (5) and a green land (6) from inside to outside, the section of the ecological drainage groove (4) is in a U-shaped structure with an open upper end, the ecological drainage groove (4) comprises an inner groove wall (41), a groove bottom (42) and an outer groove wall (43) which are integrally connected, the height of the inner groove wall (41) is greater than that of the edge of the roadway (1), the height of the outer groove wall (43) is flush with that of the recessed green belt (5), a water inlet hole (7) is arranged on the inner groove wall (41), the outer groove wall (43) is provided with water seepage holes (8), the concave type green belt (5) is internally provided with a green belt rainwater inspection well (9), the upper end of the green belt rainwater inspection well (9) is provided with an overflow type rainwater grate (10), the height of the overflow type rainwater grate (10) is smaller than that of the outer groove wall (43), and the green belt rainwater inspection well (9) is communicated with the road surface rainwater inspection well (2) through an underground transverse branch pipe (11).

2. The sponge urban road ecological drainage system according to claim 1, characterized in that the roadway (1) is a bidirectional cross slope structure with a high middle and two low sides, and both sides of the roadway (1) are provided with ecological drainage structures.

3. The ecological drainage system of sponge urban roads according to claim 1, characterized in that the roadway (1) is a one-way cross slope structure with one side higher and the other side lower, and the ecological drainage structure is located on the lower side of the roadway (1).

4. The sponge urban road ecological drainage system according to claim 1, characterized in that the bottom and the side walls in the ecological drainage groove (4) are laid with needle-punched non-woven geotextile (12), and the inner side of the needle-punched non-woven geotextile (12) is filled with a filter layer (13).

5. The ecological drainage system for sponge urban roads according to claim 4, wherein the filter layer (13) is broken stone or pebble.

6. The ecological sponge drainage system for urban roads according to claim 1, wherein the centers of the water inlets (7) are located on the intersection line of the edge of the pavement of the roadway (1) and the inner wall (41), and the water seepage holes (8) are located at the bottom of the outer wall (43).

7. The ecological drainage system of sponge urban roads according to claim 1, characterized in that the ecological drainage channel (4) is of reinforced concrete structure.

8. The ecological drainage system of a sponge urban road according to claim 1, characterized in that a continuous foundation (14) is arranged below the ecological drainage groove (4), and the continuous foundation (14) is of a plain concrete structure.

9. The sponge urban road ecological drainage system according to claim 1, characterized in that the width of the concave green belt (5) is more than or equal to 1.0 m.

10. The sponge urban road ecological drainage system according to claim 1, wherein the green belt rainwater inspection well (9) is located at the lowest position of the concave green belt (5), the distance between the top surface of the overflow type rainwater grate (10) and the upper end surface of the outer groove wall (43) is 5cm, and the distance between the lowest position of the concave green belt (5) and the upper end surface of the outer groove wall (43) is 15 cm.