CN205557768U - Rainwater infiltration abandons a class system - Google Patents
Rainwater infiltration abandons a class system Download PDFInfo
- Publication number
- CN205557768U CN205557768U CN201620219386.XU CN201620219386U CN205557768U CN 205557768 U CN205557768 U CN 205557768U CN 201620219386 U CN201620219386 U CN 201620219386U CN 205557768 U CN205557768 U CN 205557768U
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- Prior art keywords
- rainwater
- abandons
- well
- abandoned stream
- class
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Abstract
The application discloses rainwater infiltration abandons a class system includes with the reposition of redundant personnel well of municipal rainwater pipe network intercommunication, abandons class well and water storage part, and reposition of redundant personnel well lateral wall is equipped with the export of reposition of redundant personnel well, abandons a class well lateral wall and is equipped with rainwater entry, rainwater export and abandons the egress opening, and the level who abandons the egress opening is less than the export of rainwater entry rainwater, abandons and flows in the pit the section for infiltration portion, and the level who abandons the egress opening is higher than the upper end of infiltration portion, abandons egress opening intercommunication water storage part. From this, abandon liu jing through the setting, class shaft bottom portion that abandons contains the more rainwater of impurity can filter through the permeability hole and permeate soil, abandons a class well middle part and contains the general rainwater of impurity and can flow into in the water storage part to in the soil of the geotechnological cloth layer of permeating water around permeating, and abandon the aboveground portion of flowing and contain the less rainwater of impurity and can discharge through the rainwater export, can directly permeate the rainwater of abandoning class part to the soil in from this.
Description
Technical field
This utility model relates to discarding system, particularly relates to a kind of rain penetration discarding system.
Background technology
Although impure more rainwater can be shunted away by traditional rain water drainage system, but
After be still pooled to municipal administration Storm Sewer Network in, it is impossible to directly process.
Utility model content
The purpose of this utility model is to be to provide a kind of rain penetration discarding system, solves above-mentioned existing
One or more in technical problem.
According to an aspect of the present utility model, it is provided that a kind of rain penetration discarding system, including with city
Shunting well, abandoned stream well and the storage part of political affairs Storm Sewer Network connection, shunting well sidewall is provided with shunting well outlet,
Abandoned stream well sidewall is provided with rainwater entrance, rainwater outlet and abandoned stream outlet, and the level height of abandoned stream outlet is low
Exporting in rainwater Inlet storm, abandoned stream down-hole section is osmosizing portion, and the level height of abandoned stream outlet is higher than oozing
The upper end in portion, abandoned stream outlet storage part thoroughly.
In some embodiments: osmosizing portion includes being arranged circumferentially in the permeability hole of abandoned stream well sidewall.
In some embodiments: storage part is installed by multiple PP water storage module superpositions and formed.
In some embodiments: storage part is formed around permeable geotechnique's layer of cloth.
This utility model is by arranging abandoned stream well, and the impure more rainwater of abandoned stream bottom can lead to
Crossing permeability hole filtration and infiltration in soil, in the middle part of abandoned stream well, impure general rainwater can flow into water-retention
In portion, and penetrated into by permeable geotechnique's layer of cloth in the soil of surrounding, and the aboveground portion of abandoned stream is impure relatively
Few rainwater can be discharged by rainwater outlet, thus can directly be penetrated into by the rainwater of abandoned stream part
In soil.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model a kind of rain penetration discarding system.
Detailed description of the invention
Illustrate below in conjunction with the accompanying drawings, this utility model is described in further detail.
As it is shown in figure 1, a kind of rain penetration discarding system, including with dividing that municipal administration Storm Sewer Network connects
Flowing well 1 and abandoned stream well 2 and storage part 3, shunting well 1 sidewall offers shunting at bottom
Well outlet 11, abandoned stream well 2 sidewall offers rainwater entrance 21, rainwater outlet 22 and abandoned stream outlet 23,
Shunting well outlet 11 is by the rainwater entrance 21 of pipeline communication abandoned stream well 2, the level of abandoned stream outlet 23
Highly less than rainwater entrance 21 rainwater outlet 22, abandoned stream well 2 hypomere is osmosizing portion 24, and abandoned stream exports
The level height of 23 is higher than the upper end of osmosizing portion 24, and abandoned stream outlet 23 is by pipeline communication storage part 3.
Osmosizing portion 24 includes that hoop is opened in the permeability hole 25 of abandoned stream well 2 sidewall, and abandoned stream bottom is impure
More rainwater can be by permeability hole filtration and infiltration to soil.Storage part 3 is stored by multiple PP
Composition is installed in water module superposition, and storage part 3 is formed around permeable geotechnique's layer of cloth 4, contains in the middle part of abandoned stream well
The rainwater that impurity is general can flow in storage part, and penetrated into the soil of surrounding by permeable geotechnique's layer of cloth
In earth.The impure less rainwater in the last aboveground portion of abandoned stream can be discharged by rainwater outlet.
In sum, this utility model is by arranging abandoned stream well, and abandoned stream bottom is impure more
Rainwater can be by permeability hole filtration and infiltration to soil, and in the middle part of abandoned stream well, impure general rainwater can
To flow in storage part, and penetrated into by permeable geotechnique's layer of cloth in the soil of surrounding, and abandoned stream is aboveground
The impure less rainwater in portion can be discharged by rainwater outlet, thus can be by the rainwater of abandoned stream part
Directly penetrate in soil.
The above is only a kind of embodiment of the present utility model, it is noted that general for this area
For logical technical staff, on the premise of creating design without departing from this utility model, it is also possible to if making
Dry similar deformation and improvement, within these also should be regarded as protection domain of the present utility model.
Claims (4)
1. a rain penetration discarding system, it is characterised in that: include and dividing that municipal administration Storm Sewer Network connects
Stream well (1), abandoned stream well (2) and storage part (3), described shunting well (1) sidewall is provided with shunting well and exports
(11), described abandoned stream well (2) sidewall is provided with rainwater entrance (21), rainwater outlet (22) and abandoned stream outlet
(23), the level height of described abandoned stream outlet (23) is less than described rainwater entrance (21) rainwater outlet (22),
Abandoned stream well (2) hypomere is osmosizing portion (24), and the level height of described abandoned stream outlet (23) is higher than osmosizing portion
(24) upper end, abandoned stream outlet (23) connects described storage part (3).
A kind of rain penetration discarding system the most according to claim 1, it is characterised in that: described infiltration
Portion (24) includes being arranged circumferentially in the permeability hole (25) of described abandoned stream well (2) sidewall.
A kind of rain penetration discarding system the most according to claim 1, it is characterised in that: described water-retention
Portion (3) is installed by multiple PP water storage module superpositions and forms.
A kind of rain penetration discarding system the most according to claim 1, it is characterised in that: described water-retention
Portion (3) is formed around permeable geotechnique's layer of cloth (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620219386.XU CN205557768U (en) | 2016-03-21 | 2016-03-21 | Rainwater infiltration abandons a class system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620219386.XU CN205557768U (en) | 2016-03-21 | 2016-03-21 | Rainwater infiltration abandons a class system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557768U true CN205557768U (en) | 2016-09-07 |
Family
ID=56815156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620219386.XU Active CN205557768U (en) | 2016-03-21 | 2016-03-21 | Rainwater infiltration abandons a class system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557768U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351309A (en) * | 2016-09-27 | 2017-01-25 | 吉林建筑大学 | Urban road rainwater detention and seepage system applicable to North |
-
2016
- 2016-03-21 CN CN201620219386.XU patent/CN205557768U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351309A (en) * | 2016-09-27 | 2017-01-25 | 吉林建筑大学 | Urban road rainwater detention and seepage system applicable to North |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 8, Yang Kou Town, Rudong County, Nantong, Jiangsu Province Patentee after: Jiangsu Baihai Environmental Protection Technology Group Co., Ltd Address before: 226000 No.8 Yangkou Avenue, Yangkou Town, Rudong County, Nantong City, Jiangsu Province Patentee before: JIANGSU BAIHAI ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |