CN207376774U - A kind of municipal works road flood control drainage well structure - Google Patents
A kind of municipal works road flood control drainage well structure Download PDFInfo
- Publication number
- CN207376774U CN207376774U CN201721220694.5U CN201721220694U CN207376774U CN 207376774 U CN207376774 U CN 207376774U CN 201721220694 U CN201721220694 U CN 201721220694U CN 207376774 U CN207376774 U CN 207376774U
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- China
- Prior art keywords
- main body
- catch
- basin main
- cistern
- flood control
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Abstract
The utility model discloses a kind of municipal works road flood control drainage well structures, including road surface, soil horizon, masonry layer, second filter screen and connecting tube, well lid is provided in the road surface, and well lid is located at the top of catch-basin main body, the Horizon is in the both sides of catch-basin main body, and soil horizon is internally provided with spare cistern, ladder stand and hook are provided in the catch-basin main body inner wall, and it is provided with the first filter screen on hook, the masonry layer is located at the outside of catch-basin main body, and the bottom of masonry layer is provided with discharge outlet, second filter screen is located at the inside of discharge outlet, the spare cistern is connected by discharge outlet with catch-basin main body, and it is provided with cement layer on the outside of spare cistern, the connecting tube is connected with catch-basin main body.The road flood control drainage well structure, the bottom that the setting of ladder stand is convenient for staff to enter catch-basin main body works, convenient to be passed in and out in catch-basin main body.
Description
Technical field
The utility model is related to catch-basin technical fields, are specially a kind of municipal works road flood control drainage well structure.
Background technology
Catch-basin, side have hole to be connected with drainage pipeline, and the soakaway trench extended downwardly is arranged at bottom, can be by rainwater to underground
It supplements and extra rainwater is made to drain through drainage pipeline, bubble is flooded on road surface when slowing down surface subsidence and preventing heavy rain, and Jing Zhongshang has
Basketry, can intercept dirt prevents from blocking drainage pipeline, and is convenient to clean, but runs into the torrential rain time, the reservoir storage of catch-basin
Not enough, drainage rate does not catch up with rainfall rate, and road surface is caused to have ponding.
Utility model content
The purpose of this utility model is to provide a kind of municipal works road flood control drainage well structure, to solve above-mentioned background
What is proposed in technology runs into the torrential rain time, and the reservoir storage of catch-basin is inadequate, and drainage rate does not catch up with rainfall rate, causes road surface
The problem of having ponding.
To achieve the above object, the utility model provides following technical solution：A kind of municipal works road flood control catch-basin
Including road surface, soil horizon, masonry layer, the second filter screen and connecting tube, well lid, and well are provided in the road surface for structure
Lid positioned at the top of catch-basin main body, the Horizon in the both sides of catch-basin main body, and soil horizon be internally provided with it is spare
Cistern is provided with ladder stand and hook in the catch-basin main body inner wall, and links up with and be provided with the first filter screen, the brick
Rock layers are located at the outside of catch-basin main body, and the bottom of masonry layer is provided with discharge outlet, and second filter screen is located at discharge outlet
Inside, the spare cistern is connected by discharge outlet with catch-basin main body, and is provided with cement on the outside of spare cistern
Layer, the connecting tube are connected with catch-basin main body.
Preferably, the ladder stand is evenly distributed on the inner wall of catch-basin main body, and the mutual distance between ladder stand
Less than 40cm.
Preferably, there are three the hook is set, and hook is evenly distributed on the inner wall of catch-basin main body, is linked up with simultaneously
It is arranged on the top of discharge outlet.
Preferably, the cross sectional shape of first filter screen is identical with the cross sectional shape of catch-basin main body, and the first filtering
The diameter of net is less than the diameter of catch-basin main body, while is to be flexibly connected between the first filter screen and hook.
Preferably, the masonry layer and catch-basin main body form concentric structure, and the height of masonry layer and cement layer
It is highly identical.
Preferably, there are two the spare cistern is set, and spare cistern is on the center line of catch-basin main body
Axial symmetry is set.
Compared with prior art, the beneficial effects of the utility model are：The road flood control drainage well structure, ladder stand are set
Put and enter the bottom of catch-basin main body convenient for staff and work, it is convenient to be passed in and out in catch-basin main body, ladder stand it
Between mutual distance be less than 40cm, can so prevent from gripping shakiness caused by because the distance between ladder stand is excessive, link up with
It is evenly distributed on the inner wall of catch-basin main body, the setting of hook can fix the first filter screen, the section shape of the first filter screen
Shape is identical with the cross sectional shape of catch-basin main body, such rainwater from well lid enter in catch-basin main body when, the first filter screen can
To filter out most of sundries in rainwater, prevent these sundries from blocking discharge outlet, be that activity connects between the first filter screen and hook
It connects, so convenient for removing the first filter screen, the first filter screen is cleaned and replaced, masonry layer forms same with catch-basin main body
The heart justifies structure, and the height of masonry layer is identical with the height of cement layer, and spare cistern is hollow-core construction, can so reduce soil
The intensity of layer causes surface collapse, and the setting of masonry layer and cement layer can strengthen the intensity of soil horizon near spare cistern,
Prevent surface collapse, the setting of spare cistern is because in heavy rain season, and the drainage rate of catch-basin main body is less than rainfall
Speed, catch-basin main body can accumulate full rainwater, and spare cistern can store extra rainwater, increase the water storage of catch-basin main body
Amount, after rain stops, water in spare cistern flows away with rainwater.
Description of the drawings
Fig. 1 is the utility model positive structure diagram；
Fig. 2 is the utility model overlooking the structure diagram；
Fig. 3 is the utility model hook and the first filter screen structure schematic diagram.
In figure：1st, road surface, 2, soil horizon, 3, well lid, 4, catch-basin main body, 5, ladder stand, 6, hook, the 7, first filtering
Net, 8, masonry layer, the 9, second filter screen, 10, spare cistern, 11, cement layer, 12, connecting tube, 13, discharge outlet.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of municipal works road flood control catch-basin knot
Including road surface 1, soil horizon 2, masonry layer 8, the second filter screen 9 and connecting tube 12, well lid 3 is provided in road surface 1 for structure, and
Well lid 3 is located at the top of catch-basin main body 4, and soil horizon 2 is located at the both sides of catch-basin main body 4, and soil horizon 2 be internally provided with it is standby
With cistern 10, ladder stand 5 and hook 6 are provided on 4 inner wall of catch-basin main body, and links up with and is provided with the first filter screen 7 on 6,
Ladder stand 5 is evenly distributed on the inner wall of catch-basin main body 4, and the mutual distance between ladder stand 5 is less than 40cm, ladder stand 5
Setting enter the bottom of catch-basin main body 4 convenient for staff and work, it is convenient to be passed in and out in catch-basin main body 4, hang
It there are three hook 6 is set, and links up with 6 and is evenly distributed on the inner wall of catch-basin main body 4, while link up with 6 and be arranged on discharge outlet 13
Top, the first filter screen 7, the cross sectional shape of the first filter screen 7 and the section of catch-basin main body 4 can be fixed by linking up with 6 setting
Shape is identical, and the diameter of the first filter screen 7 is less than the diameter of catch-basin main body 4, while between the first filter screen 7 and hook 6
For flexible connection, such rainwater from well lid 3 enter in catch-basin main body 4 when, the first filter screen 7 can filter out in rainwater big
Part sundries, prevents these sundries from blocking discharge outlet 13, and masonry layer 8 is located at the outside of catch-basin main body 4, and the bottom of masonry layer 8
Portion is provided with discharge outlet 13, and masonry layer 8 forms concentric structure, and the height of masonry layer 8 and cement layer 11 with catch-basin main body 4
Height it is identical, spare cistern 10 be hollow-core construction, can so reduce the intensity of soil horizon 2, cause surface collapse, masonry layer
8 and the setting of cement layer 11 can strengthen the intensity of the neighbouring soil horizon 2 of spare cistern 10, prevent surface collapse, the second filtering
Net 9 is located at the inside of discharge outlet 13, and spare cistern 10 is connected by discharge outlet 13 with catch-basin main body 4, and spare water storage
10 outside of pond is provided with cement layer 11, and there are two the spare settings of cistern 10, and spare cistern 10 is on catch-basin main body 4
Center line is axisymmetricly set, and the setting of spare cistern 10 is because in heavy rain season, the drainage rate ratio of catch-basin main body 4
Not upper rainfall rate, catch-basin main body 4 can accumulate full rainwater, and spare cistern 10 can store extra rainwater, increase catch-basin
The reservoir storage of main body 4, after rain stops, water in spare cistern 10 flows away with rainwater, connecting tube 12 and 4 phase of catch-basin main body
Connection.
Operation principle：When using the road flood control drainage well structure, rainwater flows in road surface 1 first, works as rainwater
It when flowing to well lid 3, is flowed into from well lid 3 in catch-basin main body 4, the sundries in rainwater is after the filtering of the first filter screen 7, from rain
It flows away in the connecting tube 12 of 4 bottom of well main body, when the drainage rate in heavy rain season, catch-basin main body 4 is less than rainfall
Speed, catch-basin main body 4 can accumulate full rainwater, and extra rainwater can be flowed into spare cistern 10 from discharge outlet 13, in rainwater
Some sundries can be filtered by the second filter screen 9, the setting of spare cistern 10 adds the reservoir storage of catch-basin main body 4, when
After rain stops, water in spare cistern 10 flows away with rainwater, and when catch-basin main body 4 needs repairing cleaning, construction personnel can
To be entered from ladder stand 5 in catch-basin main body 4, here it is the course of work of entire flood control catch-basin, while in this specification
The content not being described in detail belongs to the prior art well known to professional and technical personnel in the field.
Although the utility model is described in detail with reference to the foregoing embodiments, come for those skilled in the art
Say, can still modify to the technical solution recorded in foregoing embodiments or to which part technical characteristic into
Row equivalent substitution, within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made should all
It is included within the scope of protection of this utility model.
Claims (6)
1. a kind of municipal works road flood control drainage well structure, including road surface（1）, soil horizon（2）, masonry layer（8）, the second mistake
Strainer（9）And connecting tube（12）, it is characterised in that：The road surface（1）On be provided with well lid（3）, and well lid（3）Positioned at rainwater
Well main body（4）Top, the soil horizon（2）Positioned at catch-basin main body（4）Both sides, and soil horizon（2）It is internally provided with standby
Use cistern（10）, the catch-basin main body（4）Ladder stand is provided on inner wall（5）And hook（6）, and link up with（6）Upper setting
There is the first filter screen（7）, the masonry layer（8）Positioned at catch-basin main body（4）Outside, and masonry layer（8）Bottom be provided with
Discharge outlet（13）, second filter screen（9）Positioned at discharge outlet（13）Inside, the spare cistern（10）Pass through discharge outlet
（13）With catch-basin main body（4）It is connected, and spare cistern（10）Outside is provided with cement layer（11）, the connecting tube（12）
With catch-basin main body（4）It is connected.
2. a kind of municipal works road flood control drainage well structure according to claim 1, it is characterised in that：The ladder stand
（5）It is evenly distributed on catch-basin main body（4）Inner wall on, and ladder stand（5）Between mutual distance be less than 40cm.
3. a kind of municipal works road flood control drainage well structure according to claim 1, it is characterised in that：The hook
（6）There are three settings, and links up with（6）It is evenly distributed on catch-basin main body（4）Inner wall on, link up with simultaneously（6）It is arranged on draining
Mouthful（13）Top.
4. a kind of municipal works road flood control drainage well structure according to claim 1, it is characterised in that：First mistake
Strainer（7）Cross sectional shape and catch-basin main body（4）Cross sectional shape it is identical, and the first filter screen（7）Diameter be less than rainwater
Well main body（4）Diameter, while the first filter screen（7）With hook（6）Between for flexible connection.
5. a kind of municipal works road flood control drainage well structure according to claim 1, it is characterised in that：The masonry layer
（8）With catch-basin main body（4）Form concentric structure, and masonry layer（8）Height and cement layer（11）Height it is identical.
6. a kind of municipal works road flood control drainage well structure according to claim 1, it is characterised in that：The spare storage
Pond（10）There are two settings, and spare cistern（10）On catch-basin main body（4）Center line axisymmetricly set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721220694.5U CN207376774U (en) | 2017-09-22 | 2017-09-22 | A kind of municipal works road flood control drainage well structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721220694.5U CN207376774U (en) | 2017-09-22 | 2017-09-22 | A kind of municipal works road flood control drainage well structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207376774U true CN207376774U (en) | 2018-05-18 |
Family
ID=62341386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721220694.5U Expired - Fee Related CN207376774U (en) | 2017-09-22 | 2017-09-22 | A kind of municipal works road flood control drainage well structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207376774U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541465A (en) * | 2019-09-20 | 2019-12-06 | 易晓艳 | Residential green area rainwater overflow well with filtering and water storage functions |
-
2017
- 2017-09-22 CN CN201721220694.5U patent/CN207376774U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541465A (en) * | 2019-09-20 | 2019-12-06 | 易晓艳 | Residential green area rainwater overflow well with filtering and water storage functions |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 Termination date: 20200922 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |