CN215288437U - Road green belt rainwater treatment system - Google Patents
Road green belt rainwater treatment system Download PDFInfo
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- CN215288437U CN215288437U CN202121428834.4U CN202121428834U CN215288437U CN 215288437 U CN215288437 U CN 215288437U CN 202121428834 U CN202121428834 U CN 202121428834U CN 215288437 U CN215288437 U CN 215288437U
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Abstract
The utility model discloses a road green belt rainwater treatment system, which comprises a traffic lane road surface, a sidewalk road surface and a green belt; a flat stone area and a gravel area are arranged between the roadway surface and the green belt, and the flat stone area and the gravel area are separated by curbstones; a lateral water inlet grate is arranged on the kerbstone; a planting soil layer, ecological porous cellucotton and a tamping plain soil layer are sequentially arranged below the surface layer of the green belt in the height direction; one side of the gravel area is connected with the lateral water inlet grate, and part of the area of the gravel area is connected with the ecological porous fiber cotton up and down; the green belt and the pavement of the sidewalk are separated by boundary stones; the pavement is sequentially provided with a permeable brick layer, a medium coarse sand layer, a permeable cement concrete layer, a gravel layer and a rammed plain soil layer from top to bottom. The utility model discloses can realize the on-the-spot consumption and the utilization to road way rainwater and pavement rainwater to the point line face control of surface runoff.
Description
Technical Field
The utility model relates to a sponge city construction technical field, concretely relates to road green area rainwater processing system.
Background
The sponge city is a new generation of urban rainfall flood management concept, which means that the city has good elasticity in the aspects of adapting to environmental changes, coping with natural disasters caused by rainwater and the like, and can be also called as a water elasticity city. The rainwater on urban roads can be timely treated by utilizing the seepage and storage structure of the sponge city, and the stored water is provided for green belts on the roads; therefore, a set of road rainwater treatment system with a sponge infiltration and storage structure combined with a green belt is necessary for modern sponge cities.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, an object of the utility model is to provide a road green belt rainwater processing system can realize the on-the-spot consumption and the utilization to lane road rainwater and pavement rainwater to and the point line face control of surface runoff.
For realizing above-mentioned technical purpose, reach above-mentioned technological effect, the utility model discloses a following technical scheme realizes:
a road green belt rainwater treatment system comprises a traffic lane road surface, a sidewalk road surface and a green belt; a flat stone area and a gravel area are arranged between the roadway surface and the green belt, and the flat stone area and the gravel area are separated by curbstones; a lateral water inlet grate is arranged on the kerbstone; a planting soil layer, ecological porous cellucotton and a tamping plain soil layer are sequentially arranged below the surface layer of the green belt in the height direction; one side of the gravel area is connected with the lateral water inlet grate, and part of the area of the gravel area is connected with the ecological porous fiber cotton up and down; the green belt and the pavement of the sidewalk are separated by boundary stones; the pavement is sequentially provided with a permeable brick layer, a medium coarse sand layer, a permeable cement concrete layer, a gravel layer and a rammed plain soil layer from top to bottom.
Furthermore, the road surface of the traffic lane and the curbstones are both higher than the flat stone area, and the broken stone area is lower than the curbstones.
Further, the roadway surface has a gradient of 2%.
Further, the pavement surface has a slope of 1%.
Furthermore, a water inlet guide pipe is arranged below the surface layer green land of the green belt and extends into the ecological porous cellucotton.
Furthermore, an exhaust pipe is arranged below the surface layer green land of the green belt and extends into the ecological porous cellucotton.
The utility model has the advantages that:
the utility model discloses a rainwater processing system includes lane road surface, pavement road surface and greenbelt, and the rainwater on the lane road surface can flow to the rubble district through the lateral direction comb of intaking on the curb, after the preliminary filtration of the rubble in rubble district, stores in the ecological porous fiber cotton below the greenbelt, and the green in the greenbelt can be supplied in the follow-up; rainwater on the pavement of the sidewalk can flow into the green belt through the multilayer filtering structure and can be stored in the ecological porous fiber cotton below the green belt downwards, and green plants in the green belt are supplied subsequently.
The pavement is sequentially provided with a permeable brick layer, a medium coarse sand layer, a permeable cement concrete layer, a gravel layer and a tamped plain soil layer from top to bottom, so that rainwater on the pavement can enter the lower part of the pavement through the permeable brick layer, is gradually filtered through the medium coarse sand layer and the gravel layer, finally enters the tamped plain soil layer, is absorbed and accumulated by ecological porous fiber cotton buried in soil, and can be subsequently released to green plants on a green belt.
The utility model provides an in the soil under the road green belt is buried underground to ecological porous cellucotton, cooperate other filtration, realize purifying on the spot, disappearing on the spot and utilizing of the rainwater on lane road surface and pavement road surface, satisfy the sponge city construction demand of "natural deposit, natural infiltration, natural purification" perfectly. This ecological porous cellucotton can promote the regulation ability of soil by a wide margin, and water-retaining property is good, can support vegetation, promotes the view effect, cooperates with other structures, has also effectively solved road runoff control and pollution problem.
Drawings
Fig. 1 is the plane structure schematic diagram of the rainwater treatment system for the road green belt of the utility model.
Fig. 2 is a cross-sectional view taken along line a-a of fig. 1.
Fig. 3 is a cross-sectional view taken along line B-B of fig. 1.
In the figure, 1-lane road surface; 2-pavement of sidewalk; 3-green belt; 4-a flat stone area; 5-a gravel area; 6-kerbstone; 7-lateral water inlet grate; 8-planting soil layer; 9-ecological porous cellucotton; 10-tamping a plain soil layer; 11-a water permeable brick layer; 12-medium coarse sand layer; 13-permeable cement concrete layer; 14-a crushed stone layer; 15-boundary stone; 16-a water inlet guide pipe; 17-exhaust pipe.
Detailed Description
The following detailed description of the preferred embodiments of the present invention will be provided in conjunction with the accompanying drawings, so as to enable those skilled in the art to more easily understand the advantages and features of the present invention, and thereby define the scope of the invention more clearly and clearly.
As shown in fig. 1 to 3, a road green belt rainwater treatment system comprises a traffic lane road surface 1, a sidewalk road surface 2 and a green belt 3; a flat stone area 4 and a gravel area 5 are arranged between the roadway surface 1 and the green belt 3, and the flat stone area 4 and the gravel area 5 are separated by a curb 6; a lateral water inlet grate 7 is arranged on the kerbstone 6; a planting soil layer 8, ecological porous cellucotton 9 and a tamping plain soil layer 10 are sequentially arranged below the surface layer of the green belt 3 in the height direction; one side of the gravel area 5 is connected with a lateral water inlet grate 7, and partial area of the gravel area 5 is connected with the ecological porous cellucotton 9 up and down; the green belt 3 and the pavement 2 of the sidewalk are separated by a boundary stone 15; the sidewalk pavement 2 is sequentially provided with a permeable brick layer 11, a medium coarse sand layer 12, a permeable cement concrete layer 13, a gravel layer 14 and a rammed plain soil layer 10 from top to bottom.
Wherein, the road surface 1 and the curbstone 6 of the traffic lane are both higher than the flat stone area 4, and the broken stone area 5 is lower than the curbstone 6; rainwater on the roadway surface 1 flows into the flat stone area 4 from high to low, is temporarily accumulated in the flat stone area 4, enters the gravel area 5 through the lateral water inlet grate 7, and the gravel area 5 filters the rainwater to a certain degree.
The pavement 1 has a 2% slope, the pavement 2 has a 1% slope, and the slope is set so that rainwater on the pavement 1 and the pavement 2 can flow to the green belt 3.
A water inlet guide pipe 16 is arranged below the surface layer green land of the green belt 3, and the water inlet guide pipe 16 extends into the ecological porous cellucotton 9. Rainwater in the green belt 3 can enter soil below the green belt 3 through the water inlet guide pipe 16 and then be accumulated in the ecological porous cellucotton 9.
An exhaust pipe 17 is arranged below the surface layer green land of the green belt 3, and the exhaust pipe 17 extends into the ecological porous cellucotton 9 to realize ventilation.
The working principle is as follows: when the vehicle descends, rainwater on the roadway surface 1 enters the flat stone area 4, is temporarily accumulated in the flat stone area 4, flows into the gravel area 5 through the lateral water inlet grate 7 on the curbstone 6, is filtered by gravel in the gravel area 5, flows into soil below the green belt 3, and is absorbed and stored by the ecological porous cellucotton 9; a part of rainwater on the pavement 2 enters the lower part of the pavement 2 after passing through the permeable brick layer 11, enters the soil layer at the bottom after being trapped and filtered by the middle coarse sand layer 12, the permeable cement concrete layer 13 and the gravel layer 14 at the lower part, and is absorbed by the ecological porous cellucotton 9; the other part of rainwater on the pavement surface 2 of the sidewalk can flow into the green belt 3 through the boundary stones 15, and the rainwater is filtered by the green belt 3, permeates into the soil below the green belt 3 and is absorbed by the ecological porous cellucotton 9, and can also enter through the water inlet guide pipe 16 and be absorbed by the ecological porous cellucotton 9; the rainwater accumulated in the ecological porous cellucotton 9 can be subsequently released to the plants of the green belt 3 for the growth of the plants.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (6)
1. The utility model provides a road green area rainwater processing system which characterized in that: the pavement structure comprises a traffic lane pavement, a sidewalk pavement and a green belt; a flat stone area and a gravel area are arranged between the roadway surface and the green belt, and the flat stone area and the gravel area are separated by curbstones; a lateral water inlet grate is arranged on the kerbstone; a planting soil layer, ecological porous cellucotton and a tamping plain soil layer are sequentially arranged below the surface layer of the green belt in the height direction; one side of the gravel area is connected with the lateral water inlet grate, and part of the area of the gravel area is connected with the ecological porous fiber cotton up and down; the green belt and the pavement of the sidewalk are separated by boundary stones; the pavement is sequentially provided with a permeable brick layer, a medium coarse sand layer, a permeable cement concrete layer, a gravel layer and a rammed plain soil layer from top to bottom.
2. A road green belt rainwater treatment system according to claim 1 and further comprising: the road surface of the traffic lane and the curbstones are both higher than the flat stone area, and the broken stone area is lower than the curbstones.
3. A road green belt rainwater treatment system according to claim 1 and further comprising: the roadway surface has a gradient of 2%.
4. A road green belt rainwater treatment system according to claim 1 and further comprising: the pavement surface has a slope of 1%.
5. A road green belt rainwater treatment system according to claim 1 and further comprising: and a water inlet guide pipe is arranged below the surface layer green land of the green belt and extends into the ecological porous cellucotton.
6. A road green belt rainwater treatment system according to claim 1 and further comprising: and an exhaust pipe is arranged below the surface layer green land of the green belt and extends into the ecological porous cellucotton.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202121428834.4U CN215288437U (en) | 2021-06-25 | 2021-06-25 | Road green belt rainwater treatment system |
Applications Claiming Priority (1)
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CN202121428834.4U CN215288437U (en) | 2021-06-25 | 2021-06-25 | Road green belt rainwater treatment system |
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CN215288437U true CN215288437U (en) | 2021-12-24 |
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CN202121428834.4U Active CN215288437U (en) | 2021-06-25 | 2021-06-25 | Road green belt rainwater treatment system |
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2021
- 2021-06-25 CN CN202121428834.4U patent/CN215288437U/en active Active
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