CN204281378U - Apparatus for treating sewage - Google Patents
Apparatus for treating sewage Download PDFInfo
- Publication number
- CN204281378U CN204281378U CN201420719464.3U CN201420719464U CN204281378U CN 204281378 U CN204281378 U CN 204281378U CN 201420719464 U CN201420719464 U CN 201420719464U CN 204281378 U CN204281378 U CN 204281378U
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- CN
- China
- Prior art keywords
- pipe
- membrane cisterna
- equipment room
- pump
- water
- Prior art date
- 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
A kind of apparatus for treating sewage, comprise equalizing tank, PE membrane cisterna, equipment room, clean water basin, it is characterized in that, described equalizing tank, PE membrane cisterna, equipment room, clean water basin from left to right connect successively.Its beneficial effect is: can process sewage by batch, treatment effect is good.
Description
Technical field
The utility model relates to field of water treatment equipment, particularly a kind of apparatus for treating sewage.
Background technology
In the fields such as municipal wastewater treatment and reuse, Of Recycling Architectural Intermediate Water, Industrial Wastewater Treatment and reuse, need to process large batch of sewage, impurity and the various bacteria such as colloid, mud, algae is mingled with in these sewage, the defect one that existing installation exists be can not for a long time, lasting, large batch ofly carry out sewage disposal, two is not high to the clearance of dirty impurities in water and bacterium.
Summary of the invention
The purpose of this utility model is to solve the problem, and devises a kind of apparatus for treating sewage.Specific design scheme is:
A kind of apparatus for treating sewage, comprise equalizing tank, PE membrane cisterna, equipment room, clean water basin, it is characterized in that, described equalizing tank, PE membrane cisterna, equipment room, clean water basin from left to right connect successively, be connected by riser tube between wherein said equalizing tank with PE membrane cisterna, described PE membrane cisterna is connected by hydraulic pipe with between equipment room, described equipment room is connected by clear water pipe with between clean water basin, multiple PE film pipe is installed in described PE membrane cisterna, in horizontal distribution between described multiple PE film pipe, every root PE film Guan Jun is in vertical distribution, described multiple PE film Guan Jun is connected with described hydraulic pipe by threeway.
Be provided with lift pump in described equalizing tank, described lift pump is positioned at the bottom of described equalizing tank and described lift pump is connected with described riser tube.
Described riser tube is in " n " shape structure, and described riser tube runs through the top of wall between described equalizing tank, PE membrane cisterna.
Be provided with residual sea water pump in described PE membrane cisterna, described residual sea water pump is positioned at the bottom of described PE membrane cisterna, the height of described residual sea water pump lower than described threeway height and lower than the height on described PE film pipe top.
Be provided with water suction pump in described equipment room, the side of described water suction pump is connected with described hydraulic pipe, and the top of described water suction pump is connected with described clear water pipe.
Described clear water pipe is inverted "L" shaped and described clear water pipe runs through the top of wall between described equipment room and clean water basin.
Described hydraulic pipe runs through the top of wall between described PE membrane cisterna and equipment room.
Be provided with backwash water tank in described equipment room, the side of described backwash water tank is provided with backwashing pump, and described backwashing pump is connected with described hydraulic pipe by backwash pipe.
Described residual sea water pump is connected with blow-off pipe, and described blow-off pipe is inverted "L" shaped and described blow-off pipe runs through the top of wall between described PE membrane cisterna and equipment room.
By the apparatus for treating sewage that technique scheme of the present utility model obtains, its beneficial effect is:
Can process sewage by batch, treatment effect is good.
Accompanying drawing explanation
Fig. 1 is the structural representation of apparatus for treating sewage described in the utility model;
In figure, 1, equalizing tank; 11, riser tube; 12, lift pump; 2, PE membrane cisterna; 21, hydraulic pipe; 22, PE film pipe; 23, threeway; 24, residual sea water pump; 25, blow-off pipe; 3, equipment room; 31, clear water pipe; 32, water suction pump; 33, backwash water tank; 34, backwashing pump; 35, backwash pipe; 4, clean water basin.
Embodiment
Below in conjunction with accompanying drawing, the utility model is specifically described.
Fig. 1 is the structural representation of apparatus for treating sewage described in the utility model, as shown in Figure 1, a kind of apparatus for treating sewage, comprise equalizing tank 1, PE membrane cisterna 2, equipment room 3, clean water basin 4, described equalizing tank 1, PE membrane cisterna 2, equipment room 3, clean water basin 4 from left to right connect successively, wherein said equalizing tank 1 is connected by riser tube 11 with between PE membrane cisterna 2, described PE membrane cisterna 2 is connected by hydraulic pipe 21 with between equipment room 3, described equipment room 3 is connected by clear water pipe 31 with between clean water basin 4, multiple PE film pipe 22 is installed in described PE membrane cisterna 2, in horizontal distribution between described multiple PE film pipe 22, every root PE film pipe 22 is all in vertical distribution, described multiple PE film pipe 22 is all connected with described hydraulic pipe 21 by threeway 23.
Be provided with lift pump 12 in described equalizing tank 1, described lift pump 12 is positioned at the bottom of described equalizing tank 1 and described lift pump 12 is connected with described riser tube 11.
Described riser tube 11 is in " n " shape structure, and described riser tube 11 runs through the top of wall between described equalizing tank 1, PE membrane cisterna 2.
Be provided with residual sea water pump 24 in described PE membrane cisterna 2, described residual sea water pump 24 is positioned at the bottom of described PE membrane cisterna, the height of described residual sea water pump 24 lower than described threeway 23 height and lower than the height on described PE film pipe 22 top.
Be provided with water suction pump 32 in described equipment room 3, the side of described water suction pump 32 is connected with described hydraulic pipe 21, and the top of described water suction pump 32 is connected with described clear water pipe 31.
Described clear water pipe 31 is in inverted "L" shaped and described clear water pipe 31 runs through the top of wall between described equipment room 3 and clean water basin 4.
Described hydraulic pipe 21 runs through the top of wall between described PE membrane cisterna 2 and equipment room 3.
Be provided with backwash water tank 33 in described equipment room 3, the side of described backwash water tank 33 is provided with backwashing pump 34, and described backwashing pump 34 is connected with described hydraulic pipe 21 by backwash pipe 35.
Described residual sea water pump 24 is connected with blow-off pipe 25, and described blow-off pipe 25 is in inverted "L" shaped and described blow-off pipe 25 runs through the top of wall between described PE membrane cisterna 2 and equipment room 3.
Water purification flow path:
Open lift pump 12;
Sewage enters PE membrane cisterna 2;
Open water suction pump 32;
Sewage becomes clear water through PE film pipe 22, and enters hydraulic pipe 21;
Water suction pump 32 continues in clear water suction clean water basin 4.
Because the impurity in sewage can deposit, namely the sewage on upper strata can be limpider compared with the sewage of lower floor, so the water-in of PE film pipe 22 is arranged on relatively high position, not only can improve cleaning water, the deposition of PE film pipe 22 ingress impurity can be reduced simultaneously, prevent blocking.
Backwash flow process:
When after water purification after a while, PE film pipe 22 can deposit a large amount of impurity, need to wash, now just need to carry out backwash.
Open backwashing pump 34;
Clear water flows to PE film pipe 22 by hydraulic pipe 21 from backwash water tank 33;
The impurity be attached on PE film pipe 22 washes by clear water, and impurity is mixed in the sewage in described PE membrane cisterna, and now in PE film pipe 22, the concentration of sewage will be far longer than the concentration of wastewater in described equalizing tank 1.
Open residual sea water pump 24;
Sewage in PE membrane cisterna 2 is discharged.
When again opening water purification flow path, clear water need be refilled by backwashing pump 34 by backwash water tank 33, to use during next backwash.
Technique scheme only embodies the optimal technical scheme of technical solutions of the utility model; those skilled in the art all embody principle of the present utility model to some variations that wherein some part may be made, and belong within protection domain of the present utility model.
Claims (9)
1. an apparatus for treating sewage, comprise equalizing tank (1), PE membrane cisterna (2), equipment room (3), clean water basin (4), it is characterized in that, described equalizing tank (1), PE membrane cisterna (2), equipment room (3), clean water basin (4) from left to right connect successively, be connected by riser tube (11) between wherein said equalizing tank (1) with PE membrane cisterna (2), described PE membrane cisterna (2) is connected by hydraulic pipe (21) with between equipment room (3), be connected by clear water pipe (31) between described equipment room (3) with clean water basin (4), in described PE membrane cisterna (2), multiple PE film pipe (22) is installed, in horizontal distribution between described multiple PE film pipe (22), every root PE film pipe (22) is all in vertical distribution, described multiple PE film pipe (22) is all connected with described hydraulic pipe (21) by threeway (23).
2. according to the apparatus for treating sewage described in claim 1, it is characterized in that, be provided with lift pump (12) in described equalizing tank (1), described lift pump (12) is positioned at the bottom of described equalizing tank (1) and described lift pump (12) is connected with described riser tube (11).
3. according to the apparatus for treating sewage described in claim 1, it is characterized in that, described riser tube (11) is in " n " shape structure, and described riser tube (11) runs through the top of wall between described equalizing tank (1), PE membrane cisterna (2).
4. according to the apparatus for treating sewage described in claim 1, it is characterized in that, in described PE membrane cisterna (2), residual sea water pump (24) is installed, described residual sea water pump (24) is positioned at the bottom of described PE membrane cisterna, the height of described residual sea water pump (24) lower than described threeway (23) height and lower than the height on described PE film pipe (22) top.
5. according to the apparatus for treating sewage described in claim 1, it is characterized in that, be provided with water suction pump (32) in described equipment room (3), the side of described water suction pump (32) is connected with described hydraulic pipe (21), and the top of described water suction pump (32) is connected with described clear water pipe (31).
6. according to the apparatus for treating sewage described in claim 1, it is characterized in that, described clear water pipe (31) is in inverted "L" shaped and described clear water pipe (31) runs through the top of wall between described equipment room (3) and clean water basin (4).
7. according to the apparatus for treating sewage described in claim 1, it is characterized in that, described hydraulic pipe (21) runs through the top of wall between described PE membrane cisterna (2) and equipment room (3).
8. according to the apparatus for treating sewage described in claim 1, it is characterized in that, backwash water tank (33) is installed in described equipment room (3), the side of described backwash water tank (33) is provided with backwashing pump (34), and described backwashing pump (34) is connected with described hydraulic pipe (21) by backwash pipe (35).
9. according to the apparatus for treating sewage described in claim 4, it is characterized in that, described residual sea water pump (24) is connected with blow-off pipe (25), described blow-off pipe (25) is in inverted "L" shaped and described blow-off pipe (25) runs through the top of wall between described PE membrane cisterna (2) and equipment room (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420719464.3U CN204281378U (en) | 2014-11-27 | 2014-11-27 | Apparatus for treating sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420719464.3U CN204281378U (en) | 2014-11-27 | 2014-11-27 | Apparatus for treating sewage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204281378U true CN204281378U (en) | 2015-04-22 |
Family
ID=52864561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420719464.3U Expired - Fee Related CN204281378U (en) | 2014-11-27 | 2014-11-27 | Apparatus for treating sewage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204281378U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110227282A (en) * | 2019-07-09 | 2019-09-13 | 浙江工业大学 | A kind of application of waste and old agricultural polyethylene mulch in absorption hydrophobic organic pollutant |
-
2014
- 2014-11-27 CN CN201420719464.3U patent/CN204281378U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110227282A (en) * | 2019-07-09 | 2019-09-13 | 浙江工业大学 | A kind of application of waste and old agricultural polyethylene mulch in absorption hydrophobic organic pollutant |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20181127 |