CN204661511U - A kind of laminated type integrated sewage treating apparatus - Google Patents
A kind of laminated type integrated sewage treating apparatus Download PDFInfo
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- CN204661511U CN204661511U CN201520343112.7U CN201520343112U CN204661511U CN 204661511 U CN204661511 U CN 204661511U CN 201520343112 U CN201520343112 U CN 201520343112U CN 204661511 U CN204661511 U CN 204661511U
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Abstract
The utility model relates to a kind of laminated type integrated sewage treating apparatus, is made up of the anaerobic pond set gradually from bottom to top, anoxic pond, fluidized-bed biochemical zone and settling region; It is characterized in that: be provided with underwater aeration machine bottom described fluidized-bed biochemical zone, underwater aeration machine is connected with blast main; Be provided with the dividing plate of inclination between described fluidized-bed biochemical zone and settling region, settling region is positioned at the periphery of fluidized-bed biochemical zone, and is provided with glaur water distributor between fluidized-bed biochemical zone and settling region; Be provided with combination biologic packing material in described anaerobic pond and anoxic pond, the sidewall of anaerobic pond and anoxic pond is provided with access hole.Anaerobic pond, anoxic pond, biochemistry pool and settling tank lamination are become integrated pond by this device, save floor occupying area, take full advantage of bottom settling region taper bucket, meet processing requirement, save space, and it is convenient in the complete manufacture of factory, easy transport, energy consumption is low, and operation scheme is flexible, be particularly suitable for sewage disposal device that is small-sized, dispersion disposal, and industrial organic sewage process similar with it.
Description
Technical field
The utility model relates to sewage disposal device, particularly relates to a kind of laminated type integrated sewage treating apparatus.
Background technology
More existing sewage disposal devices, not only complex process, long processing period, inconvenient operation, biochemistry pool and settling tank are separately built, and particularly facility floor space is large, and construction and running cost remain high, be unfavorable for popularizing, be not suitable for small-scale sewage treatment facility, and energy consumption be high.In recent years, also some integrated processing techniques are developed, if any process application such as employing SBR, MBR to integrated sewage treating apparatus, its control overflow is high, and construction cost is large, and this integrated apparatus is generally embedded in underground, be difficult to keep in repair, once Controlling System is out of joint, whole sewage treatment facility will be paralysed, thus causes water quality not up to standard.So need the integrated equipment for sewage treatment that a kind of construction cost is low, treatment effect is high, energy consumption is low, working cost is low, applicable dispersion is disposed.
Utility model content
The purpose of this utility model is to provide a kind of laminated type integrated sewage treating apparatus, anaerobic pond, anoxic pond, biochemistry pool and settling tank lamination are become integrated pond by this device, save floor occupying area, and take full advantage of bottom settling region taper bucket, meet processing requirement, save space, and convenient in the complete manufacture of factory, easily transport, energy consumption is low, operation scheme is flexible, is particularly suitable for sewage disposal device that is small-sized, dispersion disposal, and industrial organic sewage process similar with it.
The utility model solves the technical scheme that its technical problem adopts: the utility model is made up of the anaerobic pond set gradually from bottom to top, anoxic pond, fluidized-bed biochemical zone and settling region; It is characterized in that: be provided with underwater aeration machine bottom described fluidized-bed biochemical zone, underwater aeration machine is connected with blast main; Be provided with the dividing plate of inclination between described fluidized-bed biochemical zone and settling region, settling region is positioned at the periphery of fluidized-bed biochemical zone, and is provided with glaur water distributor between fluidized-bed biochemical zone and settling region; Be provided with combination biologic packing material in described anaerobic pond and anoxic pond, the sidewall of anaerobic pond and anoxic pond is provided with access hole, and is provided with vacuum breaker between anaerobic pond and anoxic pond.
The sidewall of described anoxic pond is provided with stirrer.
Be provided with inclined tube filler in described settling region, and be provided with filtrate above inclined tube filler.
The bottom bucket of described settling region is connected with sludge reflux pump by pipeline, and sludge reflux pump is connected above fluidized-bed biochemical zone by mud return line.
The utility model runs principle of work: first sewage removes thick suspended solid in sewage by grid, to ensure the normal operation of subsequent disposal facility, the fluctuation of the sewage quality that equalizing tank discharges due to project, the water yield is larger, the regular hour is stopped so introduced in equalizing tank by sewage uneven to water quality, the water yield, waste water is fully mixed in pond, to ensure that subsequent disposal structures are even, steady running.Lift pump is by sewage suction anaerobic pond, anoxic pond, macromolecular substance can be converted into small-molecule substance by microorganism, and ring texture is converted into chain-like structure, further increases the BOD/COD ratio of waste water, add the biodegradability of waste water, for follow-up aerobic treatment creates conditions.Fluidized-bed is provided with floating stuffing in biochemical zone, porous suspended filler is that microorganism provides carrier, underwater aeration machine is be filled with oxygen in fluidized-bed biochemical zone, microorganism in microbial film under the condition of aerobic by a part of organism in sewage for the synthesis of new cell, another part organism is carried out katabolism to obtain the energy needed for cell synthesis, its final product is the stable material such as carbonic acid gas and water.The aerobic metabolism of microorganism is in all working to the dissolved organic matter in sewage and non-solubility organism, and meta-bolites is harmless stable material.After the biochemical treatment of fluidized-bed biochemical zone, muddy water enters settling region by glaur water distributor, muddy water is under inclined tube filler effect, precipitate and separate, then filtered further by filtrate, the water after purification is collected by water leg and is discharged from rising pipe, and dirt is extracted out by sludge reflux pump, a part refluxes, and a part is as excess sludge process.
The utility model compared with prior art, has following advantage and beneficial effect:
1, anaerobic pond, anoxic pond, biochemistry pool and settling tank lamination are become integrated pond by this device, save floor occupying area, take full advantage of bottom settling region taper bucket, meet processing requirement, save space, and it is convenient in the complete manufacture of factory, easy transport, energy consumption is low, and operation scheme is flexible, be particularly suitable for sewage disposal device that is small-sized, dispersion disposal, and industrial organic sewage process similar with it;
2, a whole set of integrated body equipment can imbed underground, can move, not take up an area surface-area;
3, adopt fluidized-bed biochemical process degree of purification high, anti-shock loading is strong, and porous suspended filler improves treatment effect, and denitrogenation dephosphorizing clearance is high, and whole system mud generation is low;
4, level of automation is high, and energy consumption is low, and convenient management does not need personal management;
5, the noise produced is low, and peculiar smell is few, little to the environmental influence of surrounding.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is orthographic plan of the present utility model.
In above figure: 1, fluidized-bed biochemical zone, 2, water inlet pipe, 3, dividing plate, 4, settling region, 5, underwater aeration machine, 6, combination biologic packing material, 7, glaur water distributor, 8, sludge reflux pump, 9, water leg, 10, access hole, 11, anaerobic pond, 12, anoxic pond, 13, rising pipe, 14, inclined tube filler, 15, floating stuffing, 16, filtrate, 17, blast main, 18, vacuum breaker, 19, stirrer, 20, mud return line.
Embodiment
Below in conjunction with embodiment, the utility model is described in further detail, but embodiment of the present utility model is not limited thereto.
Embodiment: as shown in Figure 1 and Figure 2, the utility model is made up of the anaerobic pond set gradually from bottom to top (11), anoxic pond (12), fluidized-bed biochemical zone (1) and settling region (4); It is characterized in that: described fluidized-bed biochemical zone (1) bottom is provided with underwater aeration machine (5), and underwater aeration machine (5) is connected with blast main (17); The dividing plate (3) of inclination is provided with between described fluidized-bed biochemical zone (1) and settling region (4), settling region (4) is positioned at the periphery of fluidized-bed biochemical zone (1), and is provided with glaur water distributor (7) between fluidized-bed biochemical zone (1) and settling region (4); Combination biologic packing material (6) is provided with in described anaerobic pond (11) and anoxic pond (12), the sidewall of anaerobic pond (11) and anoxic pond (12) is provided with access hole (10), and is provided with vacuum breaker (18) between anaerobic pond (11) and anoxic pond (12).
The sidewall of described anoxic pond (12) is provided with stirrer (19).
Be provided with inclined tube filler (14) in described settling region (4), and be provided with filtrate (16) in the top of inclined tube filler (14).
The bottom bucket of described settling region (4) is connected with sludge reflux pump (8) by pipeline, and sludge reflux pump (8) connects top, fluidized-bed biochemical zone (1) by mud return line (20).
During the utility model operation work: first sewage removes thick suspended solid in sewage by grid, to ensure the normal operation of subsequent disposal facility, the fluctuation of the sewage quality that equalizing tank discharges due to project, the water yield is larger, the regular hour is stopped so introduced in equalizing tank by sewage uneven to water quality, the water yield, waste water is fully mixed in pond, to ensure that subsequent disposal structures are even, steady running.Lift pump is by sewage suction anaerobic pond (11), anoxic pond (12), macromolecular substance can be converted into small-molecule substance by microorganism, ring texture is converted into chain-like structure, further increase the BOD/COD ratio of waste water, add the biodegradability of waste water, for follow-up aerobic treatment creates conditions.Floating stuffing (15) is provided with in fluidized-bed biochemical zone (1), porous suspended filler (15) provides carrier for microorganism, underwater aeration machine (5) is for being filled with oxygen in fluidized-bed biochemical zone (1), microorganism in microbial film under the condition of aerobic by a part of organism in sewage for the synthesis of new cell, another part organism is carried out katabolism to obtain the energy needed for cell synthesis, its final product is the stable material such as carbonic acid gas and water.The aerobic metabolism of microorganism is in all working to the dissolved organic matter in sewage and non-solubility organism, and meta-bolites is harmless stable material.After fluidized-bed biochemical zone (1) biochemical treatment, muddy water enters settling region (4) by glaur water distributor (7), muddy water is under inclined tube filler (14) effect, precipitate and separate, then filtered further by filtrate (16), the water after purification is collected by water leg (9) and is discharged from rising pipe (13), and dirt is extracted out by sludge reflux pump (8), a part refluxes, and a part is as excess sludge process.
As mentioned above, just the utility model can be realized well.
Claims (4)
1. a laminated type integrated sewage treating apparatus, is made up of the anaerobic pond set gradually from bottom to top (11), anoxic pond (12), fluidized-bed biochemical zone (1) and settling region (4); It is characterized in that: described fluidized-bed biochemical zone (1) bottom is provided with underwater aeration machine (5), and underwater aeration machine (5) is connected with blast main (17); The dividing plate (3) of inclination is provided with between described fluidized-bed biochemical zone (1) and settling region (4), settling region (4) is positioned at the periphery of fluidized-bed biochemical zone (1), and is provided with glaur water distributor (7) between fluidized-bed biochemical zone (1) and settling region (4); Combination biologic packing material (6) is provided with in described anaerobic pond (11) and anoxic pond (12), the sidewall of anaerobic pond (11) and anoxic pond (12) is provided with access hole (10), and is provided with vacuum breaker (18) between anaerobic pond (11) and anoxic pond (12).
2. a kind of laminated type integrated sewage treating apparatus according to claim 1, is characterized in that: the sidewall of described anoxic pond (12) is provided with stirrer (19).
3. a kind of laminated type integrated sewage treating apparatus according to claim 1, is characterized in that: be provided with inclined tube filler (14) in described settling region (4), and is provided with filtrate (16) in the top of inclined tube filler (14).
4. a kind of laminated type integrated sewage treating apparatus according to claim 1, it is characterized in that: the bottom bucket of described settling region (4) is connected with sludge reflux pump (8) by pipeline, sludge reflux pump (8) connects top, fluidized-bed biochemical zone (1) by mud return line (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520343112.7U CN204661511U (en) | 2015-05-26 | 2015-05-26 | A kind of laminated type integrated sewage treating apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520343112.7U CN204661511U (en) | 2015-05-26 | 2015-05-26 | A kind of laminated type integrated sewage treating apparatus |
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| CN204661511U true CN204661511U (en) | 2015-09-23 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105016581A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN105016582A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN106365379A (en) * | 2016-08-31 | 2017-02-01 | 南阳市宣溢环保设备股份有限公司 | Stacking sewage treatment equipment |
| CN111960618A (en) * | 2020-08-27 | 2020-11-20 | 重庆耐德环境技术有限公司 | Overlapping and splicing sewage treatment equipment and method for coastal region quasi-IV water |
| CN116375204A (en) * | 2023-04-28 | 2023-07-04 | 湖南星湘盈环保科技有限公司 | Sewage treatment tower and application thereof |
-
2015
- 2015-05-26 CN CN201520343112.7U patent/CN204661511U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105016581A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN105016582A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN105016581B (en) * | 2015-07-23 | 2017-05-31 | 四川四通欧美环境工程有限公司 | Tower integrated sewage treating apparatus |
| CN105016582B (en) * | 2015-07-23 | 2017-07-14 | 四川四通欧美环境工程有限公司 | A kind of tower integrated sewage treating apparatus |
| CN106365379A (en) * | 2016-08-31 | 2017-02-01 | 南阳市宣溢环保设备股份有限公司 | Stacking sewage treatment equipment |
| CN111960618A (en) * | 2020-08-27 | 2020-11-20 | 重庆耐德环境技术有限公司 | Overlapping and splicing sewage treatment equipment and method for coastal region quasi-IV water |
| CN116375204A (en) * | 2023-04-28 | 2023-07-04 | 湖南星湘盈环保科技有限公司 | Sewage treatment tower and application thereof |
| CN116375204B (en) * | 2023-04-28 | 2023-12-22 | 湖南星湘盈环保科技有限公司 | Sewage treatment tower and application thereof |
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