CN203320676U - Rainwater and sewage diversion integrated pipe - Google Patents
Rainwater and sewage diversion integrated pipe Download PDFInfo
- Publication number
- CN203320676U CN203320676U CN2013202812832U CN201320281283U CN203320676U CN 203320676 U CN203320676 U CN 203320676U CN 2013202812832 U CN2013202812832 U CN 2013202812832U CN 201320281283 U CN201320281283 U CN 201320281283U CN 203320676 U CN203320676 U CN 203320676U
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- Prior art keywords
- sewage
- rainwater
- section
- channel
- cross
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a rainwater and sewage diversion integrated pipe which is provided with two holes including a sewage channel and a rainwater channel. The area of the cross section of the sewage channel is smaller than the area of the cross section of the rainwater channel. The cross section of the sewage channel and the cross section of the rainwater channel are of an olive shape or an oval shape. As the rainwater and sewage diversion integrated pipe is provided with the two holes, one hole is the sewage channel and the other hole is the rainwater channel, rainwater and sewage diversion can be achieved in narrow places, cost for processing waste water is saved, and waste of water resources is avoided. In addition, the cross section of the sewage channel and the cross section of the rainwater channel are of the olive shape or the oval shape, the inner wall of the sewage channel and the inner wall of the rainwater channel are smooth, and resistance to rainwater or sewage is small, so that the sewage and the rainwater are drained smoothly.
Description
Technical field
The utility model relates to a kind of pipeline, is specifically related to the dirty shunting of a kind of rain integral tube.
Background technology
At present, in order reasonably again to utilize natural resource, urban sewerage and drainage adopts segregation system usually.Be that sewage and rainwater are collected and carried by sewage conduct and storm sewer respectively, sewage enters municipal sewage plant, and rainwater directly enters in water system.Yet, sometimes due to the restriction of installing space, can't install sewage conduct and storm sewer are installed simultaneously.Can only select to install a kind of pipeline, can't realize rainwater and sewage separation, certainly will will sneak in sewage by rainwater, increase sewage quantity, thereby increased cost of sewage disposal, also waste water resource.In addition, resident's residential building balcony has been installed sewage conduct and storm sewer if install simultaneously, can greatly affect the attractive in appearance of residential building.
At present, people have designed the dirty isocon of a kind of rain, although the dirty isocon of this rain can be realized in narrow and small place the dirty shunting of rain, the sewage routeway in the dirty isocon of rain and the inwall bend of rain water channel are many, and especially sewage routeway inwall bend is many.When sewer or rainwater, the comparison of resistance that these bends apply sewage or rainwater is large, causes sewer and rainwater to have some setbacks, and the problem that sewage routeway and rain water channel are stopped up easily occurs.
The utility model content
For solving the problems of the technologies described above, the utility model provides the dirty shunting of a kind of rain integral tube, and it can realize the dirty shunting of rain in narrow and small place, to save cost of sewage disposal and the water resource that avoids waste, and sewer and rainwater more smooth and easy.
For achieving the above object, the technical solution of the utility model is as follows:
The dirty shunting of a kind of rain integral tube, described integral tube is diplopore, and a hole is sewage routeway, and another hole is rain water channel, and the area in described sewage routeway cross section is less than the area in described rain water channel cross section; Described sewage routeway cross section and described rain water channel cross section are olive shape or ellipse.
Preferably, described sewage routeway cross section and described rain water channel cross section all are olive shape.
Preferably, described integral tube is made by UPVC.
Preferably, the section area of described sewage routeway be no more than described rain water channel section area 1/2nd.
Pass through technique scheme, the dirty shunting of a kind of rain integral tube that the utility model provides, described integral tube is diplopore, and a hole is sewage routeway, and another hole is rain water channel, thereby can realize the dirty shunting of rain in narrow and small place, to save cost of sewage disposal and the water resource that avoids waste, and described sewage routeway cross section and described rain water channel cross section are olive shape or ellipse, its inwall smoother, resistance to rainwater or sewage is little, therefore sewer and rainwater are more smooth and easy.
The accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, below will the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described.
The sectional view that Fig. 1 is the dirty shunting of the disclosed a kind of rain of the utility model embodiment integral tube.
The specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
With reference to figure 1, the dirty shunting of a kind of rain integral tube, described integral tube is diplopore, a hole is sewage routeway 2, another hole is rain water channel 3, and the area in described sewage routeway 2 cross sections is less than the area in described rain water channel 3 cross sections, the section area of best described sewage routeway 2 be no more than described rain water channel 3 section area 1/2nd; Described sewage routeway 2 cross sections and described rain water channel 3 cross sections are olive shape or ellipse.
In order to save the materials of integral tube 1, best, described sewage routeway 2 cross sections and described rain water channel 3 cross sections all are olive shape.
In addition, in order to solve the cooling problem of integral tube 1, described integral tube 1 is made by UPVC.
The dirty shunting of a kind of rain integral tube that the utility model provides, described integral tube 1 is diplopore, a hole is sewage routeway 2, another hole is rain water channel 3, thereby can realize the dirty shunting of rain in narrow and small place, to save cost of sewage disposal and the water resource that avoids waste, and described sewage routeway 2 cross sections and described rain water channel 3 cross sections are olive shape or ellipse, its inwall smoother, little to the resistance of rainwater or sewage, therefore sewer and rainwater are more smooth and easy.
To the above-mentioned explanation of the disclosed embodiments, make professional and technical personnel in the field can realize or use the utility model.Multiple modification to these embodiment will be apparent for those skilled in the art, and General Principle as defined herein can be in the situation that do not break away from spirit or scope of the present utility model, realization in other embodiments.Therefore, the utility model will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (4)
1. the dirty shunting of a rain integral tube, is characterized in that, described integral tube is diplopore, and a hole is sewage routeway, and another hole is rain water channel, and the area in described sewage routeway cross section is less than the area in described rain water channel cross section; Described sewage routeway cross section and described rain water channel cross section are olive shape or ellipse.
2. the dirty shunting of a kind of rain according to claim 1 integral tube, is characterized in that, described sewage routeway cross section and described rain water channel cross section all are olive shape.
3. the dirty shunting of a kind of rain according to claim 1 and 2 integral tube, is characterized in that, described integral tube is made by UPVC.
4. the dirty shunting of a kind of rain according to claim 3 integral tube, is characterized in that, the section area of described sewage routeway be no more than described rain water channel section area 1/2nd.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202812832U CN203320676U (en) | 2013-05-22 | 2013-05-22 | Rainwater and sewage diversion integrated pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202812832U CN203320676U (en) | 2013-05-22 | 2013-05-22 | Rainwater and sewage diversion integrated pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320676U true CN203320676U (en) | 2013-12-04 |
Family
ID=49660042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202812832U Expired - Fee Related CN203320676U (en) | 2013-05-22 | 2013-05-22 | Rainwater and sewage diversion integrated pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320676U (en) |
-
2013
- 2013-05-22 CN CN2013202812832U patent/CN203320676U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131204 Termination date: 20150522 |
|
| EXPY | Termination of patent right or utility model |