CN206768998U - Infiltration type inlet for stom water - Google Patents
Infiltration type inlet for stom water Download PDFInfo
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- CN206768998U CN206768998U CN201720453565.4U CN201720453565U CN206768998U CN 206768998 U CN206768998 U CN 206768998U CN 201720453565 U CN201720453565 U CN 201720453565U CN 206768998 U CN206768998 U CN 206768998U
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- wall
- inlet
- permeable
- downflow weir
- stom water
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Abstract
A kind of infiltration type inlet for stom water is the utility model is related to, its structure includes：The borehole wall（3）, permeable wall（4）, downflow weir wall（5）, shaft bottom plate（6）, shaft bottom plate（6）, the borehole wall（3）With permeable wall（4）The storm-water inlet of a top end opening is defined, with permeable wall（4）The relative borehole wall（3）Bottom sets inlet for stom water connecting tube（7）, downflow weir wall（5）Parallel to permeable wall（4）And it is connected to shaft bottom plate（6）On, storm-water inlet is divided into two lattice, its height is less than permeable wall（4）And the borehole wall（3）.Rainwater on road surface first imports downflow weir wall（5）With permeable wall（4）Space storage in the first lattice well formed, by permeable wall（4）Infiltrate into Soil Surrounding, when rainfall is big, the rainwater water level of the first lattice is gradually increasing, and crosses downflow weir wall（5）, through inlet for stom water connecting tube（7）Into drainage system.The beneficial effects of the utility model are：Inlet for stom water is realized fully to receive rainwater, store and blend sustained release.
Description
Technical field
A kind of infiltration type inlet for stom water is the utility model is related to, specifically refers to that one kind is applied to make in sponge urban construction
Structures are collected to have the rainwater on road surface of rainwater-collecting and infiltration function concurrently.
Background technology
Current country vigorously advocates development sponge urban construction,《The General Office of the State Council is on promoting sponge urban construction
Instruction》Clearly propose that " sponge city refers to by strengthening urban planning and development control, gives full play to building, road and green
The ecosystems such as ground, water system to the receiving of rainwater, store and blend slow releasing function, effectively control rainfall runoff, realize nature accumulate, from
So infiltration, the urban development mode of self-purification." by sponge urban construction, it is comprehensive to take " ooze, be stagnant, storing, net, use, row "
Deng measure.The measure wherein " oozed " mainly considers from green space system, the permeable tile work in pavement, porous pavement etc., and catchments
The maximum inlet for stom water of amount is still only used as catchmenting the structures of draining, does not assign more functional requirements.Road construction at present
Used inlet for stom water is only used as the structures of rainwater-collecting, and it is to walk that rainwater on road surface, which flows into inlet for stom water, and rainwater can not be entered
Row fully receives, stores and blend sustained release.
The content of the invention
The purpose of this utility model is to overcome above shortcomings in the prior art, and provides a kind of structure design and close
The infiltration type inlet for stom water of reason.
The technical scheme in the invention for solving the above technical problem is：A kind of infiltration type inlet for stom water, its structure are provided
Feature is：Including the borehole wall 3, permeable wall 4, downflow weir wall 5, shaft bottom plate 6, the shaft bottom plate 6, the borehole wall 3 with it is described permeable
Wall 4 defines the storm-water inlet of a top end opening, and the borehole wall 3 bottom relative with the permeable wall 4 sets inlet for stom water to connect
Adapter 7, the downflow weir wall 5 is parallel to the permeable wall 4 and is connected on the shaft bottom plate 6, and the downflow weir wall 5 is by rainwater
Mouth well is divided into two lattice, and the height of downflow weir wall 5 is less than the permeable wall 4 and the borehole wall 3.The downflow weir wall 5 with it is described
The catch-basin space that permeable wall 4 is formed can fully be stored to rainwater, and the rainwater of storage is permeated by the permeable wall 4
Into in the pervious bed of pavement, then infiltrate into Soil Surrounding, rainwater can fully be received, store and blend sustained release, work as rain
When water is big, the rainwater water level of storage rises, and current cross downflow weir 5 when more than weir crest, then are entered by inlet for stom water connecting tube 7
Enter in drainage system.
The top of the borehole wall 3 connects top plate 2, and the top plate 2 is connected by moveable downspout strainer 1 with the permeable wall 4.
The shaft bottom plate 6 and the downflow weir wall 5 use C25 element concrete materials, and the top plate 2 uses C30 reinforcing bar concrete materials.
The borehole wall 3 is M10 masonry of cement mortar MU10 brick structures, the borehole wall（3）Surface is the thick waterproof cements of 20mm
The volume ratio of mortar, waterproof cement and mortar is 1:2.
The permeable wall 4 is porous brick permeable wall.
The utility model compared with prior art, has advantages below and effect：Inlet for stom water is realized fully to inhale rainwater
Receive, store and blend sustained release, effectively control rainwater flow path, promote sponge urban construction.
Brief description of the drawings
Fig. 1 is the cross-sectional view of the utility model embodiment 1.
Fig. 2 is the overlooking the structure diagram of the utility model embodiment 1.
Embodiment
Below in conjunction with the accompanying drawings and the utility model is described in further detail by embodiment, and following examples are pair
It is of the present utility model explanation and the utility model is not limited to following examples.
Embodiment 1
As shown in Figures 1 and 2, infiltration type inlet for stom water, its structure spy include：The borehole wall 3, permeable wall 4, downflow weir wall 5, shaft bottom
Plate 6, the shaft bottom plate 6, the borehole wall 3 and the permeable wall 4 define the storm-water inlet of a top end opening, and described permeable
The relative bottom of the borehole wall 3 of wall 4 sets inlet for stom water connecting tube 7, and the downflow weir wall 5 is parallel to the permeable wall 4 and connects
On the shaft bottom plate 6, storm-water inlet is divided into two lattice by the downflow weir wall 5, and the height of downflow weir wall 5 is less than described permeable
Wall 4 and the borehole wall 3.The catch-basin space that the downflow weir wall 5 is formed with the permeable wall 4 can carry out abundant to rainwater
Storage, the rainwater of storage is penetrated into the pervious bed of pavement by the permeable wall 4, then is infiltrated into Soil Surrounding, can be with
Rainwater is fully received, stores and blends sustained release, when amount of rainfall is big, the rainwater water level of storage rises, water when more than weir crest
Stream crosses downflow weir 5, then is entered by inlet for stom water connecting tube 7 in drainage system.The top of the borehole wall 3 connects top plate 2, the top
Plate 2 is connected by moveable downspout strainer 1 with the permeable wall 4.The shaft bottom plate 6 and the downflow weir wall 5 are using C25 elements
Concrete, the top plate 2 use C30 reinforced concretes.The borehole wall 3 uses M10 masonry of cement mortar MU10 bricks, and brick can be according to local real
Border situation uses, and for example with fired common brick, but must not use clay solid brick.It is adopted as 20mm thick 1:2（Volume ratio）
Waterproof cement mortar is wiped one's face.The permeable wall 4 uses porous brick, is 240mm thickness φ 40-80mm cobble pervious beds after wall.
The first lattice storm-water inlet clear span between the downflow weir wall 5 and permeable wall 4 is 380mm, the second lattice storm-water inlet
Clear span is 320mm, and the thickness of downflow weir wall 5 is 100mm, is highly 600mm, and infiltration type storm-water inlet length dimensions is
800×680×1200mm。
The infiltration type inlet for stom water is arranged in by road side stone, rainwater on road surface first imports downflow weir wall 5 and formed with permeable wall 4
The first lattice storm-water inlet in space storage, the rainwater of storage is penetrated into the pervious bed of pavement by permeable wall 4, then is infiltrated into
In Soil Surrounding.In the case where rainfall is little, the infiltration that rainwater can be achieved utilizes, recharging groundwater.When rainfall is larger, the
Rainwater water level in one lattice storm-water inlet rises, and current cross downflow weir wall 5 when more than weir crest, then pass through inlet for stom water connecting tube
7 enter in drainage system.
Furthermore, it is necessary to illustrate, the specific embodiment described in this specification, the shape of its parts and components, it is named
Title etc. can be different, and the above content described in this specification is only to the utility model structure example explanation.
The equivalence changes or simple change that all construction, feature and the principle described according to the utility model patent design are done, are wrapped
Include in the protection domain of the utility model patent.The utility model person of ordinary skill in the field can be to described
Specific embodiment is made various modifications or supplement or substituted using similar mode, without departing from knot of the present utility model
Structure surmounts scope defined in the claims, all should belong to the scope of protection of the utility model.
Claims (5)
- A kind of 1. infiltration type inlet for stom water, it is characterised in that：Including the borehole wall（3）, permeable wall（4）, downflow weir wall（5）, shaft bottom plate （6）, the shaft bottom plate（6）, the borehole wall（3）With the permeable wall（4）The storm-water inlet of a top end opening is defined, with institute State permeable wall（4）The relative borehole wall（3）Bottom sets inlet for stom water connecting tube（7）, the downflow weir wall（5）Parallel to described Permeable wall（4）And it is connected to the shaft bottom plate（6）On, the downflow weir wall（5）Storm-water inlet is divided into two lattice, the downflow weir Wall（5）Highly it is less than the permeable wall（4）With the borehole wall（3）.
- 2. infiltration type inlet for stom water according to claim 1, it is characterised in that：The borehole wall（3）Top connects top plate（2）, The top plate（2）Pass through moveable downspout strainer（1）With the permeable wall（4）Connection.
- 3. infiltration type inlet for stom water according to claim 2, it is characterised in that：The shaft bottom plate（6）With the downflow weir wall （5）Using C25 element concrete materials, the top plate（2）Using C30 reinforcing bar concrete materials.
- 4. infiltration type inlet for stom water according to claim 1, it is characterised in that：The borehole wall（3）Grouted using M10 cement bonded sands Build MU10 bricks, the borehole wall（3）Surface is the thick waterproof cement mortars of 20mm, and the volume ratio of waterproof cement and mortar is 1:2.
- 5. infiltration type inlet for stom water according to claim 1, it is characterised in that：The permeable wall（4）For porous brick permeable wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720453565.4U CN206768998U (en) | 2017-04-27 | 2017-04-27 | Infiltration type inlet for stom water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720453565.4U CN206768998U (en) | 2017-04-27 | 2017-04-27 | Infiltration type inlet for stom water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768998U true CN206768998U (en) | 2017-12-19 |
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ID=60635185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720453565.4U Active CN206768998U (en) | 2017-04-27 | 2017-04-27 | Infiltration type inlet for stom water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206768998U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112095749A (en) * | 2020-08-17 | 2020-12-18 | 上海市政工程设计研究总院（集团）有限公司 | A class inlet for stom water is abandoned in initial stage for sponge city construction |
-
2017
- 2017-04-27 CN CN201720453565.4U patent/CN206768998U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112095749A (en) * | 2020-08-17 | 2020-12-18 | 上海市政工程设计研究总院（集团）有限公司 | A class inlet for stom water is abandoned in initial stage for sponge city construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee after: United Engineers Ltd in China Address before: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee before: China Lianhe Engineering Co., Ltd., China |
|
| CP01 | Change in the name or title of a patent holder |