CN210238200U - Road drainage structure based on sponge city - Google Patents
Road drainage structure based on sponge city Download PDFInfo
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- CN210238200U CN210238200U CN201920987834.4U CN201920987834U CN210238200U CN 210238200 U CN210238200 U CN 210238200U CN 201920987834 U CN201920987834 U CN 201920987834U CN 210238200 U CN210238200 U CN 210238200U
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- aqueduct
- sponge city
- structure based
- drainage structure
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model discloses a road drainage structures based on sponge city, including aqueduct and precipitation tank, first opening has been seted up to the bottom central authorities outer wall of aqueduct, and the precipitation tank installs in first open-ended inner wall, the inlet tube of vertical setting is installed to the top central authorities outer wall of aqueduct, and the top of inlet tube one side outer wall installs the top cap, the first infiltration pipe of vertical setting is all installed to the bottom both sides outer wall of aqueduct, and the second infiltration pipe that the slope set up is all installed to the circumference both sides outer wall of two first infiltration pipes, two same arc board is installed to the bottom outer wall of second infiltration pipe. The utility model provides a pair of road drainage structure based on sponge city through being provided with first infiltration pipe, second infiltration pipe and third infiltration pipe, can be favorable to the collection of groundwater by partial rivers infiltration to the underground in these infiltration pipes in with the aqueduct, and then be favorable to promoting the construction in sponge city.
Description
Technical Field
The utility model relates to a sponge city technical field especially relates to a road drainage structure based on sponge city.
Background
The sponge city is a new generation of city rain and flood management concept, means that the city can have good elasticity in the aspects of adapting to environmental changes, coping with natural disasters caused by rainwater and the like a sponge, and can also be called as a water elasticity city, the international general term is 'low-impact development rainwater system construction', water absorption, water storage, water seepage and water purification are carried out during raining, and the stored water is released and utilized when needed, so that the rainwater can freely migrate in the city.
At present, the road drainage structure who uses in the sponge city construction process is drainage pipe mostly, when ponding flows into in the drainage pipe, all carries out filtration treatment through filtering the silt of otter board to the aquatic, and this kind of filtration mode causes the jam of filtering the otter board easily, and then influences drainage effect, consequently need design a neotype road drainage structure based on the sponge city and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a road drainage structure based on a sponge city.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a road drainage structure based on sponge city, includes aqueduct and precipitation tank, first opening has been seted up to the bottom central authorities outer wall of aqueduct, and the precipitation tank installs in first open-ended inner wall, the inlet tube of vertical setting is installed to the top central authorities outer wall of aqueduct, and the top cap is installed to top one side outer wall of inlet tube, the first infiltration pipe of vertical setting is all installed to the bottom both sides outer wall of aqueduct, and the second infiltration pipe that the slope set up, two is all installed to the circumference both sides outer wall of two first infiltration pipes same arc board is installed to the bottom outer wall of second infiltration pipe.
Preferably, the outer wall of the bottom of the settling tank is provided with third permeation tubes which are arranged at equal intervals.
Preferably, the circumference inner wall sliding connection of precipitation tank has a supporting baseplate, and the support column of vertical setting is installed to the central outer wall in top of supporting baseplate, and the link is installed to the central outer wall in top of support column.
Preferably, the outer wall of the top center of the top cover is provided with a second opening, and the inner wall of the second opening is provided with a filter screen plate.
Preferably, the top circumference outer wall of top cap has seted up the ring channel, and the top central authorities outer wall of top cap has seted up the inlet opening that the equidistance set up.
Preferably, slag storage grooves are formed between the annular groove and the water inlet hole at equal intervals.
The utility model has the advantages that:
1. the utility model provides a pair of road drainage structure based on sponge city, through be provided with the inlet tube on the aqueduct, and be provided with the top cap on the inlet tube, be provided with filter plate on the top cap simultaneously, can carry out effectual collection to road ponding, be provided with the precipitation tank through the below at the inlet tube, rivers can fall into the precipitation tank through the filter plate on the top cap, and spill over by the precipitation tank, flow away through the aqueduct, this kind of setting can effectually stay the silt of aquatic in the precipitation tank, this kind of silt filters convenience very, avoid silt to block up the aqueduct, the smoothness nature of aqueduct drainage has been improved.
2. The utility model provides a pair of road drainage structure based on sponge city through being provided with first infiltration pipe, second infiltration pipe and third infiltration pipe, can be favorable to the collection of groundwater by partial rivers infiltration to the underground in these infiltration pipes in with the aqueduct, and then be favorable to promoting the construction in sponge city.
3. The utility model provides a pair of road drainage structure based on sponge city, in embodiment 2, through be provided with the ring channel on the top cap, store up sediment groove and inlet opening, when urban road ponding volume is little, rivers flow in the guiding pipe through the last inlet opening of top cap, silt on the rivers can deposit in ring channel and store up the sediment inslot at the in-process that rivers flow to the inlet opening, municipal administration personnel can regularly clear up the top cap can, further assurance the smoothness nature of the use of guiding pipe.
Drawings
Fig. 1 is a schematic view of a road drainage structure based on a sponge city according to the present invention;
fig. 2 is a schematic sectional structure view of an embodiment 1 of a road drainage structure based on a sponge city according to the present invention;
fig. 3 is a schematic view of a top cover cross-sectional structure of an embodiment 2 of a road drainage structure based on a sponge city according to the present invention;
fig. 4 is the utility model provides a road drainage structure's based on sponge city embodiment 2 top cap overlooks the structure sketch map.
In the figure: 1 arc board, 2 first infiltration pipes, 3 second infiltration pipes, 4 aqueducts, 5 top covers, 6 inlet tubes, 7 precipitation tanks, 8 links, 9 filter screen boards, 10 support columns, 11 third infiltration pipes, 12 support bottom boards, 13 inlet openings, 14 ring channels, 15 slag storage tanks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Example 1
Referring to fig. 1-2, a road drainage structure based on sponge city, including aqueduct 4 and precipitation tank 7, first opening has been seted up to the bottom central authorities outer wall of aqueduct 4, and precipitation tank 7 installs in first open-ended inner wall, there is the inlet tube 6 of vertical setting at the top central authorities outer wall of aqueduct 4 through bolted connection, and there is top cap 5 at top one side outer wall of inlet tube 6 through hinged joint, there is the first infiltration pipe 2 of vertical setting all through bolted connection in the bottom both sides outer wall of aqueduct 4, and the circumference both sides outer wall of two first infiltration pipes 2 all has the second infiltration pipe 3 that the slope set up through bolted connection, there is same arc board 1 at the bottom outer wall of two second infiltration pipes 3 through bolted connection.
The utility model discloses in, the third permeate tube 11 that the equidistance set up is seted up to the bottom outer wall of precipitation tank 7, and the circumference inner wall sliding connection of precipitation tank 7 has supporting baseplate 12, and the top central authorities outer wall of supporting baseplate 12 has the support column 10 of vertical setting through bolted connection, and there is link 8 top central authorities outer wall of support column 10 through bolted connection, and the second opening has been seted up to the top central authorities outer wall of top cap 5, and the second open-ended inner wall has filter plate 9 through bolted connection.
Example 2
Referring to fig. 1-4, a road drainage structure based on sponge city still includes ring channel 14 of seting up at top circumference outer wall of top cap 5, the inlet opening 13 that the equidistance set up is seted up to the top central authorities outer wall of top cap 5, set up the storage slag chute 15 that the equidistance set up between ring channel 14 and the inlet opening 13, when urban road ponding is few, rivers flow into aqueduct 4 through the last water inlet hole of top cap 5 in, the silt on the rivers can deposit in ring channel 14 and storage slag chute 15 along the in-process that rivers flow to inlet opening 13, municipal administration personnel can regularly clear up top cap 5 can, further guarantee the smoothness nature of using of aqueduct 4.
The working principle is as follows: during the use, the user needs to install the device underground, and make top cap 5 expose in the sunken department on ground, simultaneously, with the pipe-line system of the both ends intercommunication and urban groundwater of aqueduct 4, make underground sewage can flow to sewage treatment plant through aqueduct 4, in rainy day, road ponding can flow in aqueduct 4 along inlet tube 6, and fall into precipitation tank 7, overflow by precipitation tank 7 after that, flow away through aqueduct 4, this kind of setting can effectually stay the silt in the precipitation tank 7 with aquatic, avoid silt to block up aqueduct 4, the smoothness nature of aqueduct 4 drainage has been improved, in the long-term use of device, need regularly clear up precipitation tank 7, at the in-process of clearing up, can use the loop 8 and support column 10 to lift up with the loop, and then mention supporting baseplate 12, the convenience of clearing up has been improved.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a road drainage structure based on sponge city, includes aqueduct (4) and precipitation tank (7), its characterized in that, first opening has been seted up to the bottom central authorities outer wall of aqueduct (4), and precipitation tank (7) install in first open-ended inner wall, inlet tube (6) of vertical setting are installed to the top central authorities outer wall of aqueduct (4), and top one side outer wall of inlet tube (6) installs top cap (5), first permeability tube (2) of vertical setting are all installed to the bottom both sides outer wall of aqueduct (4), and the second permeability tube (3) that the slope set up are all installed to the circumference both sides outer wall of two first permeability tubes (2), two same arc board (1) is installed to the bottom outer wall of second permeability tube (3).
2. The road drainage structure based on the sponge city as claimed in claim 1, wherein the outer wall of the bottom of the settling tank (7) is provided with third penetration pipes (11) arranged at equal intervals.
3. The road drainage structure based on the sponge city as claimed in claim 1, wherein the inner wall of the circumference of the settling tank (7) is connected with a supporting bottom plate (12) in a sliding manner, a vertically arranged supporting column (10) is installed on the outer wall of the center of the top of the supporting bottom plate (12), and a hanging ring (8) is installed on the outer wall of the center of the top of the supporting column (10).
4. The road drainage structure based on the sponge city as claimed in claim 1, wherein the top cover (5) is provided with a second opening on the outer wall of the top center, and the inner wall of the second opening is provided with a filter screen (9).
5. The road drainage structure based on the sponge city as claimed in claim 4, wherein the top circumferential outer wall of the top cover (5) is provided with an annular groove (14), and the top central outer wall of the top cover (5) is provided with water inlet holes (13) arranged at equal intervals.
6. The road drainage structure based on the sponge city as claimed in claim 5, wherein slag storage grooves (15) are formed between the annular groove (14) and the water inlet holes (13) at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920987834.4U CN210238200U (en) | 2019-06-28 | 2019-06-28 | Road drainage structure based on sponge city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920987834.4U CN210238200U (en) | 2019-06-28 | 2019-06-28 | Road drainage structure based on sponge city |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210238200U true CN210238200U (en) | 2020-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920987834.4U Expired - Fee Related CN210238200U (en) | 2019-06-28 | 2019-06-28 | Road drainage structure based on sponge city |
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| CN (1) | CN210238200U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962390A (en) * | 2021-03-04 | 2021-06-15 | 青岛西海岸市政工程有限公司 | Waterproof isolation protection structure for coastal city municipal roads and construction method |
-
2019
- 2019-06-28 CN CN201920987834.4U patent/CN210238200U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962390A (en) * | 2021-03-04 | 2021-06-15 | 青岛西海岸市政工程有限公司 | Waterproof isolation protection structure for coastal city municipal roads and construction method |
| CN112962390B (en) * | 2021-03-04 | 2022-08-30 | 青岛西海岸市政工程有限公司 | Waterproof isolation protection structure for coastal city municipal roads and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200403 Termination date: 20210628 |
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| CF01 | Termination of patent right due to non-payment of annual fee |