CN204509060U - Integrated sewage treating apparatus - Google Patents
Integrated sewage treating apparatus Download PDFInfo
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- CN204509060U CN204509060U CN201520189293.2U CN201520189293U CN204509060U CN 204509060 U CN204509060 U CN 204509060U CN 201520189293 U CN201520189293 U CN 201520189293U CN 204509060 U CN204509060 U CN 204509060U
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Abstract
The utility model discloses a kind of integrated sewage treating apparatus, comprise grid, described grid arranges pre-reaction device respectively along water (flow) direction, main reaction device, flocculation plant and clear water zone, described grid arranges water inlet pipe, shredder assembly and several flow deflectors are set in described pre-reaction device, described main reaction device comprises anaerobic reaction district and aerobic reactor zone, described anaerobic reaction district arranges jet flow water distributor, top, described aerobic reactor zone arranges mixed hydrofoil, in described aerobic reactor zone, aerating apparatus is set, described flocculation plant is arranged the first shore pipe, described first shore pipe arranges sludge delivery pump and pressure filter, described clear water zone sets out water pipe, described rising pipe is arranged backwash pipe, described backwash pipe is communicated with water inlet pipe.The beneficial effects of the utility model are: adopt multiplexed combination, integral structure, anaerobic processing device series connection aerobic treatment device, and the effective organism removed in sewage, floor space is little simultaneously, is convenient to management.
Description
Technical field
The utility model relates generally to sewage treatment area, specifically integrated sewage treating apparatus.
Background technology
China adds up to more than 40000, small towns, along with life in the countryside level constantly improves, has a large amount of domestic sewage in rural areas directly to discharge every year, cause river, pool pollution, affect villager's living environment, very easily cause generation and the propagation of some epidemic diseases, serious threat peasant's is healthy.
Current rural domestic sewage treatment is mainly based on artificial swamp, stabilization pond, land percolation system and unpowered system for anaerobic treatment, all there is many defects in these treatment process, artificial swamp, stabilization pond, land percolation system footprint area are large, treatment effect is unstable, be difficult to keep stably reaching standard, unpowered system for anaerobic treatment water outlet can not meet current emission request at all.
Utility model content
For solving deficiency of the prior art, the utility model provides a kind of integrated sewage treating apparatus to adopt multiplexed combination, integral structure, anaerobic processing device series connection aerobic treatment device, remove the organism in sewage, floor space is little simultaneously, is convenient to management, convenient operation, greatly reduces the cost building sewage disposal.
The utility model for achieving the above object, is achieved through the following technical solutions:
Integrated sewage treating apparatus, comprise grid, described grid arranges pre-reaction device respectively along water (flow) direction, main reaction device, flocculation plant and clear water zone, described grid arranges water inlet pipe, shredder assembly and several flow deflectors are set in described pre-reaction device, described flow deflector is from up to down obliquely installed respectively on the inwall of pre-reaction device, the fluid of the flow deflector of the flow deflector undertaking top of below also changes the fluidised form from top flow deflector fluid, described main reaction device comprises anaerobic reaction district and aerobic reactor zone, described anaerobic reaction district arranges and is used for making mud and the well-mixed jet flow water distributor of sewage, top, described aerobic reactor zone arranges mixed hydrofoil, in described aerobic reactor zone, aerating apparatus is set, described flocculation plant is arranged the first shore pipe, described first shore pipe arranges sludge delivery pump and pressure filter, described clear water zone sets out water pipe, described rising pipe is arranged backwash pipe, described backwash pipe is communicated with water inlet pipe.
Described backwash pipe is communicated with pre-reaction device, main reaction device, flocculation plant.
Described clear water zone arranges Turbidity measurement instrument.
Described pre-reaction device arranges lime milk dosing pipe, and described flocculation plant arranges coagulant aids chemical feed pipe.
Described flocculation plant arranges swash plate, and described flocculation plant bottom arranges sludge bucket and Scraping device.
In described anaerobic reaction district, whipping appts is set.
Described rising pipe arranges sterilizing unit.
Lower end, described clear water zone arranges the second shore pipe, and described second shore pipe is communicated with the first shore pipe.
Contrast and prior art, the utility model beneficial effect is:
1, the utility model adopts multiplexed combination, integral structure, anaerobic processing device series connection aerobic treatment device, the effective organism removed in sewage, and floor space is little simultaneously, is convenient to management, convenient operation, greatly reduces the cost building sewage disposal;
2, the utility model backwash pipe is communicated with pre-reaction device, main reaction device, flocculation plant, can clean all devices simultaneously, and the water after cleaning is turned back to pre-reaction device again, shortens the backwash time, improves the efficiency of sludge treatment;
3, the utility model clear water zone arranges Turbidity measurement instrument, can guarantee that the sewage after processing reaches emission standard, otherwise return pre-reaction device by backwash pipe, be for further processing;
4, the utility model flocculation plant arranges swash plate and sludge bucket, shortens the disengaging time of muddy water, and increase the effect of mud-water separation, Scraping device can effectively remove the mud be attached on bucket inwall;
5, the utility model pre-reaction device arranges lime milk dosing pipe, and add the pH value that milk of lime regulates sewage, be conducive to the subsequent disposal to sewage, flocculation plant arranges coagulant aids chemical feed pipe, adds the time that coagulant aids shortens mud-water separation further.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model;
Accompanying drawing 2 is structural representations of the utility model pre-reaction device;
Accompanying drawing 3 is structural representations of the utility model main reaction device;
Accompanying drawing 4 is structural representations of the utility model flocculation plant.
Label shown in accompanying drawing: 1, grid; 2, pre-reaction device; 3, main reaction device; 4, flocculation plant; 5, clear water zone; 6, water inlet pipe; 7, shredder assembly; 8, flow deflector; 9, anaerobic reaction district; 10, aerobic reactor zone; 11, jet flow water distributor; 12, mixed hydrofoil; 13, aerating apparatus; 14, the first shore pipe; 15, sludge delivery pump; 16, pressure filter; 17, rising pipe; 18, backwash pipe; 19, Turbidity measurement instrument; 20, lime milk dosing pipe; 21, coagulant aids chemical feed pipe; 22, swash plate; 23, sludge bucket; 24, Scraping device; 25, whipping appts; 26, sterilizing unit, the 27, second shore pipe.
Embodiment
By reference to the accompanying drawings and specific embodiment, the utility model is described in further detail.Should be understood that these embodiments are only not used in restriction scope of the present utility model for illustration of the utility model.In addition should be understood that those skilled in the art can make various changes or modifications the utility model, and these equivalent form of values fall within the application's appended claims limited range equally after the content of having read the utility model instruction.
Integrated sewage treating apparatus, comprise grid 1, described grid 1 arranges pre-reaction device 2, main reaction device 3, flocculation plant 4 and clear water zone 5 respectively along water (flow) direction, described grid 1 arranges water inlet pipe 6, waste disposal plant arranges opening above grid 1, the material that easy cleaning is tackled by grid 1.Shredder assembly 7 and several flow deflectors 8 are set in described pre-reaction device 2, described flow deflector 8 is from up to down obliquely installed respectively answers on the inwall of device in pre-meal, the fluid of the flow deflector 8 of the flow deflector 8 undertaking top of below also changes the fluidised form from the fluid of top flow deflector 8, muddy water is fully mixed, is conducive to main reaction device 3 to dirty water purification.Described main reaction device 3 comprises anaerobic reaction district 9 and aerobic reactor zone 10, anaerobic processing device series connection aerobic treatment device, remove the organism in sewage, described anaerobic reaction district 9 arranges and is used for making mud and the well-mixed jet flow water distributor 11 of sewage, jet flow water distributor 11 comprises casing and is arranged at the water distributing pipe of casing surrounding, the even high-velocity jet sewage towards periphery of water distributing pipe of surrounding, fluid divides the bottom in different directive anaerobic reaction districts, direction 9, under the brute force attack of jet, mud bottom the bottom in anaerobic reaction district 9 is fully mixed with sewage, and stir to get up can not produce dead angle, ensure that fully carrying out of all even reaction of water distribution.Be provided with biologic packing material and anaerobic species in anaerobic reaction district 9, under the Degradation of anaerobic species, the larger molecular organics in sewage is decomposed into small organic molecule.Top, described aerobic reactor zone 10 arranges mixed hydrofoil 12, arranges aerating apparatus 13 in described aerobic reactor zone 10, increases COD clearance, improves sewage treating efficiency.Described flocculation plant 4 is arranged the first shore pipe 14, described first shore pipe 14 arranges sludge delivery pump 15 and pressure filter 16, after the mud that flocculation plant 4 bottom deposits reaches finite concentration or height, delivers to pressure filter 16 dewater with sludge delivery pump 15.Described clear water zone 5 sets out water pipe 17, described rising pipe 17 arranges backwash pipe 18, described backwash pipe 18 is communicated with water inlet pipe 6, uses the water of clear water zone 5 to carry out backwash to equipment, can get back to pre-meal answer device to do further process if the water after process does not reach emission standard through backwash pipe 18.
In order to shorten the backwash time, improve the efficiency of sludge treatment, described backwash pipe 18 is communicated with pre-reaction device 2, main reaction device 3, flocculation plant 4, and the sewage after backwash turns back in pre-reaction device 2, can not cause secondary pollution.
Whether the water conveniently after check processing reaches emission standard, and described clear water zone 5 arranges Turbidity measurement instrument 19.
In order to lifting sewage treatment effect and further shortening mud-water separation time, described pre-reaction device 2 arranges lime milk dosing pipe 20, and described flocculation plant 4 arranges coagulant aids chemical feed pipe 21.
In order to shorten the disengaging time of muddy water, increase the effect of mud-water separation, described flocculation plant 4 arranges swash plate 22, and described flocculation plant 4 bottom arranges sludge bucket 23 and Scraping device 24, can effectively remove the mud be attached on bucket inwall.
In order to make the reaction in anaerobic reaction district 9 more thorough, in described anaerobic reaction district 9, whipping appts 25 is set.
In order to ensure that the water after processing can directly use, described rising pipe 17 arranges sterilizing unit 26, and described sterilizing unit 26 is preferably ultra violet sterilizer 26, high-level efficiency sterilization, non-secondary pollution, and the water after process can directly be used.
In order to prevent having sludge settling in clear water zone 4, lower end, described clear water zone 5 arranges the second shore pipe 27, and described second shore pipe 27 is communicated with the first shore pipe 14.
Embodiment:
Embodiment 1:
Integrated sewage treating apparatus, comprise grid 1, described grid 1 arranges pre-reaction device 2, main reaction device 3, flocculation plant 4 and clear water zone 5 respectively along water (flow) direction, described grid 1 arranges water inlet pipe 6, waste disposal plant arranges opening above grid 1, the material that easy cleaning is tackled by grid 1.Described pre-reaction device 2 arranges lime milk dosing pipe 20, shredder assembly 7 and several flow deflectors 8 are set in described pre-reaction device 2, described flow deflector 8 is from up to down obliquely installed respectively answers on the inwall of device in pre-meal, the fluid of the flow deflector 8 of the flow deflector 8 undertaking top of below also changes the fluidised form from the fluid of top flow deflector 8, muddy water is fully mixed, is conducive to the process of main reaction device 3 pairs of sewage.Described main reaction device 3 comprises anaerobic reaction district 9 and aerobic reactor zone 10, anaerobic processing device series connection aerobic treatment device, remove the organism in sewage, described anaerobic reaction district 9 arranges and is used for making mud and the well-mixed jet flow water distributor 11 of sewage, wedge structure is arranged to by the casing of jet flow water distributor 11, jet flow water distributor 11 comprises casing and is arranged at the water distributing pipe of casing surrounding, the even high-velocity jet sewage towards periphery of water distributing pipe of surrounding, fluid divides the bottom in different directive anaerobic reaction districts, direction 9, under the brute force attack of jet, mud bottom the bottom in anaerobic reaction district 9 is fully mixed with sewage, and stir to get up not produce dead angle, ensure that the abundant of all even reaction of water distribution.Be provided with biologic packing material and anaerobic species in anaerobic reaction district 9, under the Degradation of anaerobic species, the larger molecular organics in sewage is decomposed into small organic molecule.Top, described aerobic reactor zone 10 arranges mixed hydrofoil 12, arranges aerating apparatus 13 in described aerobic reactor zone 10, increases COD clearance, improves sewage treating efficiency.Described flocculation plant 4 is arranged the first shore pipe 14, coagulant aids chemical feed pipe 21, described first shore pipe 14 arranges sludge delivery pump 15 and pressure filter 16, after the mud that flocculation plant 4 bottom deposits reaches finite concentration or height, delivers to pressure filter 16 dewater with sludge delivery pump 15.Described clear water zone 5 sets out water pipe 17 and Turbidity measurement instrument 19, described rising pipe 17 arranges backwash pipe 18, described backwash pipe 18 is communicated with water inlet pipe 6, pre-reaction device 2, main reaction device 3, flocculation plant 4, use the water of clear water zone 5 to carry out backwash to equipment, pre-meal can be got back to through backwash pipe 18 answer device to do further process if the water after process does not reach emission standard.The beneficial effect of the present embodiment is: backwash pipe 18 is communicated with pre-reaction device 2, main reaction device 3, flocculation plant 4, shortens the backwash time, and improve the efficiency of sludge treatment, the sewage after backwash turns back in pre-reaction device 2, can not cause secondary pollution.Rising pipe is arranged Turbidity measurement instrument, facilitate the water after check processing whether to reach emission standard, if not up to standard, water is turned back in pre-reaction device by backwash pipe and be for further processing.
Embodiment 2:
Integrated sewage treating apparatus, comprise grid 1, described grid 1 arranges pre-reaction device 2, main reaction device 3, flocculation plant 4 and clear water zone 5 respectively along water (flow) direction, described grid 1 arranges water inlet pipe 6, waste disposal plant arranges opening above grid 1, the material that easy cleaning is tackled by grid 1.Shredder assembly 7, whipping appts 25 and several flow deflectors 8 are set in described pre-reaction device 2, described flow deflector 8 is from up to down obliquely installed respectively answers on the inwall of device in pre-meal, the fluid of the flow deflector 8 of the flow deflector 8 undertaking top of below also changes the fluidised form from the fluid of top flow deflector 8, muddy water is fully mixed, is conducive to the process of main reaction device 3 pairs of sewage.Described main reaction device 3 comprises anaerobic reaction district 9 and aerobic reactor zone 10, anaerobic processing device series connection aerobic treatment device, remove the organism in sewage, described anaerobic reaction district 9 arranges and is used for making mud and the well-mixed jet flow water distributor 11 of sewage, jet flow water distributor 11 comprises casing and is arranged at the water distributing pipe of casing surrounding, the even high-velocity jet sewage towards periphery of water distributing pipe of surrounding, fluid divides the bottom in different directive anaerobic reaction districts, direction 9, under the brute force attack of jet, mud bottom the bottom in anaerobic reaction district 9 is fully mixed with sewage, and stir to get up not produce dead angle, ensure that the abundant of all even reaction of water distribution.Be provided with biologic packing material and anaerobic species in anaerobic reaction district 9, under the Degradation of anaerobic species, the larger molecular organics in sewage is decomposed into small organic molecule.Top, described aerobic reactor zone 10 arranges mixed hydrofoil 12, arranges aerating apparatus 13 in described aerobic reactor zone 10, increases COD clearance, improves sewage treating efficiency.Described flocculation plant 4 arranges swash plate 22, described flocculation plant 4 bottom arranges sludge bucket 23 and Scraping device 24, described flocculation plant 4 bottom arranges the first shore pipe 14, described first shore pipe 14 arranges sludge delivery pump 15 and pressure filter 16, after the mud that flocculation plant 4 bottom deposits reaches finite concentration or height, deliver to pressure filter 16 with sludge delivery pump 15 and dewater.Described clear water zone 5 sets out water pipe 17, described rising pipe 17 is arranged backwash pipe 18, sterilizing unit 26, described backwash pipe 18 is communicated with water inlet pipe 6, use the water of clear water zone 5 to carry out backwash to equipment, pre-meal can be got back to through backwash pipe 18 answer device to do further process if the water after process does not reach emission standard.The beneficial effect of the present embodiment is: described flocculation plant 4 arranges swash plate 22, shorten the disengaging time of muddy water, increase the effect of mud-water separation, described flocculation plant 4 bottom arranges sludge bucket 23 and Scraping device 24, can effectively remove the mud be attached on bucket inwall.What arrange in anaerobic reaction district that whipping appts makes the reaction in anaerobic reaction carry out is more thorough.
Claims (8)
1. integrated sewage treating apparatus, comprise grid (1), it is characterized in that: described grid (1) arranges pre-reaction device (2) respectively along water (flow) direction, main reaction device (3), flocculation plant (4) and clear water zone (5), described grid (1) arranges water inlet pipe (6), shredder assembly (7) and several flow deflectors (8) are set in described pre-reaction device (2), described flow deflector (8) is from up to down obliquely installed respectively on the inwall of pre-reaction device (2), the fluid of the flow deflector (8) of flow deflector (8) the undertaking top of below also changes the fluidised form from top flow deflector (8) fluid, described main reaction device (3) comprises anaerobic reaction district (9) and aerobic reactor zone (10), the setting of described anaerobic reaction district (9) is used for making mud and the well-mixed jet flow water distributor of sewage (11), described aerobic reactor zone (10) top arranges mixed hydrofoil (12), aerating apparatus (13) is set in described aerobic reactor zone (10), described flocculation plant (4) is arranged the first shore pipe (14), described first shore pipe (14) arranges sludge delivery pump (15) and pressure filter (16), described clear water zone (5) sets out water pipe (17), described rising pipe (17) is arranged backwash pipe (18), described backwash pipe (18) is communicated with water inlet pipe (6).
2. integrated sewage treating apparatus according to claim 1, is characterized in that: described backwash pipe (18) is communicated with pre-reaction device (2), main reaction device (3), flocculation plant (4).
3. integrated sewage treating apparatus according to claim 1, is characterized in that: described clear water zone (5) arrange Turbidity measurement instrument (19).
4. integrated sewage treating apparatus according to claim 1, it is characterized in that: described pre-reaction device (2) arranges lime milk dosing pipe (20), and described flocculation plant (4) arranges coagulant aids chemical feed pipe (21).
5. integrated sewage treating apparatus according to claim 1, it is characterized in that: described flocculation plant (4) arranges swash plate (22), described flocculation plant (4) bottom arranges sludge bucket (23) and Scraping device (24).
6. integrated sewage treating apparatus according to claim 1, is characterized in that: arrange whipping appts (25) in described anaerobic reaction district (9).
7. integrated sewage treating apparatus according to claim 1, is characterized in that: described rising pipe (17) is arranged sterilizing unit (26).
8. integrated sewage treating apparatus according to claim 1, it is characterized in that: described clear water zone (5) lower end arranges the second shore pipe (27), described second shore pipe (27) is communicated with the first shore pipe (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189293.2U CN204509060U (en) | 2015-03-31 | 2015-03-31 | Integrated sewage treating apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189293.2U CN204509060U (en) | 2015-03-31 | 2015-03-31 | Integrated sewage treating apparatus |
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| CN204509060U true CN204509060U (en) | 2015-07-29 |
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| CN201520189293.2U Expired - Fee Related CN204509060U (en) | 2015-03-31 | 2015-03-31 | Integrated sewage treating apparatus |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111977837A (en) * | 2020-07-28 | 2020-11-24 | 哈尔滨工程大学 | Reaction column for treating ship grey water by combining coagulation and activated carbon adsorption and grey water treatment method |
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2015
- 2015-03-31 CN CN201520189293.2U patent/CN204509060U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111977837A (en) * | 2020-07-28 | 2020-11-24 | 哈尔滨工程大学 | Reaction column for treating ship grey water by combining coagulation and activated carbon adsorption and grey water treatment method |
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| C14 | Grant of patent or utility model | ||
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| 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: 20150729 Termination date: 20160331 |