CN203319799U - Advanced sewage treatment water power flocculation filter tank - Google Patents
Advanced sewage treatment water power flocculation filter tank Download PDFInfo
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- CN203319799U CN203319799U CN2013204026355U CN201320402635U CN203319799U CN 203319799 U CN203319799 U CN 203319799U CN 2013204026355 U CN2013204026355 U CN 2013204026355U CN 201320402635 U CN201320402635 U CN 201320402635U CN 203319799 U CN203319799 U CN 203319799U
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Abstract
The utility model discloses an advanced sewage treatment water power flocculation filter tank. The advanced sewage treatment water power flocculation filter tank comprises a water inlet pipe (3), a chemical feeding tank (20), a flocculation tank (1), a filter tank body (2), a clean water tank (17) and a water drainage pipe (19), wherein the water inlet pipe (3), the chemical feeding tank (20), the flocculation tank (1), the filter tank body (2), the clean water tank (17) and the water drainage pipe (19) are sequentially communicated. A plurality of flocculation regions are arranged on a channel between a water inlet and a water outlet of the flocculation tank (1), and sludge drainage branch pipes (10) are arranged in the region, corresponding to the flocculation tank (1), of the bottom of each flocculation region, wherein the sludge drainage branch pipes (10) are communicated with the flocculation regions. A center rotating drum, a drive motor (15) and a fiber rotary table (16) are installed in the filter tank body (2), wherein the drive motor is connected with the center rotating drum, and the fiber rotating plate is installed on the center rotating drum and coaxial with the center rotating drum. By the adoption of the structure, the advanced sewage treatment water power flocculation filter tank is simple in whole structure and convenient to obtain. When the advanced sewage treatment water power flocculation filter tank is used, before sewage is filtered, adsorption particles formed by mixing chemicals and sewage are discharged after flocculation is conducted, and therefore blockage can be avoided when sewage is filtered.
Description
Technical field
The utility model relates to a kind of water treating equipment, specifically a kind of advanced treatment of wastewater waterpower flocculation filter tank.
Background technology
At present in the advanced treatment of wastewater field, the normal tank body filtering under pressure that adopts, the gravity filtration of filler with no pressure and rotating disc type filter three kinds and cross filter type, wherein, the filtrate major part of tank body filtering under pressure and the gravity filtration of filler with no pressure is horizontal distribution, the surface that in water, suspended substance is deposited in filtrate very soon easily makes open area reduce, pipelined channel stops up, therefore, must shut down and carry out back flushing, this just needs to build large-scale air blast machine room and back flushing pump house, and for some time will be changed filtrate, operation energy consumption is high, manipulation strength is large, floor space is very large, civil engineering costs is high.Rotating disc type specific filtration resistance tank body filtering under pressure and filler with no pressure gravity filtration running maintenance are more convenient, and therefore, it more is subject to people's favor.In order to promote Disposal quality, the rotating disc type filtration unit adds medicament often carrying out sewage disposal, but the adsorption particle that medicament produces after mixing with sewage is not easy to discharge, and this just causes existing rotating disc type filtration unit also to have susceptible to plugging problem.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, a kind of advanced treatment of wastewater waterpower flocculation filter tank is provided, it mixes with sewage medicament after the adsorption particle produced is flocculated before filtering sewage discharges, and then the phenomenon of appearance obstruction can prevent from filtering sewage the time.
The purpose of this utility model is achieved through the following technical solutions: a kind of advanced treatment of wastewater waterpower flocculation filter tank, comprise water inlet pipe, dosing pond, flocculation basin, filtering basin, clean water basin and the water shoot connected in turn, water-in and the passage between water outlet of described flocculation basin are provided with a plurality of flocculation zones, and each flocculation basin zone corresponding to flocculation zone bottom is provided with the spoil disposal arm of connecting flocculation zone; The drive-motor of rotary drum ,Yu center, center rotary drum connection is installed in described filtering basin and is arranged on the coaxial fibre turntable of rotary drum Shang Qieyu center, center rotary drum.Wherein, a plurality of flocculation zones are arranged on the water-in and the passage between water outlet of flocculation basin, and a plurality of flocculation zones are connected in turn.When the utility model is applied, by in the dosing pond, adding medicament, after the closely knit flco generated in the dosing pond enters continuous flocculation zone, particle aggregation, the flco size continues to increase, form mud after sedimentation and discharge from the spoil disposal arm, the sewage after flocculation treatment enters in filtering basin and carries out filtration treatment.Filtering basin of the present utility model are the rotating disc type filtration unit, the center rotary drum rotates in filtering basin by the drive of drive-motor, the fibre turntable be arranged on the rotary drum of center moves in a circle in filtering basin with the rotation of center rotary drum, completes filtration during sewage process fibre turntable.
A kind of advanced treatment of wastewater waterpower flocculation filter tank also comprises back-purge system, described back-purge system comprises rinse water water inlet pipe, scavenging pump and high pressure cleaning shower nozzle, described rinse water water inlet pipe one end is connected with the scavenging pump water-in, its the other end is arranged in clean water basin, described high pressure cleaning shower nozzle is positioned at filtering basin and is connected with the water outlet of scavenging pump, on the pipeline that scavenging pump water outlet and high pressure cleaning shower nozzle are connected, is provided with cleaning valve.The cleaning that the utility model is circulated to fibre turntable by back-purge system, scavenging pump utilizes the clear water in clean water basin, after supercharging, the filter cloth on fibre turntable is cleaned, and fibre turntable enters filtration condition.
A kind of advanced treatment of wastewater waterpower flocculation filter tank, also comprise stirrer, and the agitator arm of described stirrer is located in the dosing pond.So, the utility model application the time can be stirred sewage and the medicament in the dosing pond by stirrer, can make medicament add behind the dosing pond to mix with sewage more even.
A kind of advanced treatment of wastewater waterpower flocculation filter tank, also comprise chemicals dosing plant, and described chemicals dosing plant is connected by chemical feed pipe and dosing pond.So, in the utility model when application, can be by chemicals dosing plant to dosing in the dosing pond, and while making the utility model application, operation is more convenient.
While applying for the ease of the utility model, current are circulated and controlled, the pipeline that described dosing pond and flocculation basin water-in are connected is provided with into the water headstock gear, headstock gear in the middle of the pipeline that described flocculation basin and filtering basin are connected is provided with, the pipeline that described clean water basin and water shoot are connected is provided with the draining headstock gear.
Unified discharge for the ease of the mud to each flocculation zone discharge, as further improvement of the utility model, a kind of advanced treatment of wastewater waterpower flocculation filter tank, also comprise mud drainage slot, described spoil disposal arm is relatively connected the other end and the mud drainage slot of flocculation zone end and is connected, and described mud drainage slot is connected with connects its inner spoil disposal supervisor.
A kind of advanced treatment of wastewater waterpower flocculation filter tank, also comprise air compressor machine, on every spoil disposal arm, is equipped with the pneumavalve be connected with air compressor machine.So, can control pneumavalve by air compressor machine during the utility model application, and then can be controlled the spoil disposal of spoil disposal arm.
Compared with prior art, the utlity model has following beneficial effect: the utility model comprises the water inlet pipe of connecting in turn, the dosing pond, flocculation basin, filtering basin, clean water basin and water shoot, wherein, water-in and the passage between water outlet of flocculation basin are provided with a plurality of flocculation zones, each flocculation basin zone corresponding to flocculation zone bottom is provided with the spoil disposal arm of connecting flocculation zone, the center rotary drum is installed in filtering basin, drive-motor and fibre turntable, the utility model adopts said structure, one-piece construction is simple, be convenient to realize, the utility model when application sewage enters behind the dosing pond and adds the pharmacy effect in the dosing pond to generate closely knit flco, after closely knit flco enters continuous flocculation zone, after particle aggregation, discharge, sewage after flocculation basin is processed enters in filtering basin and carries out filtration treatment, because of flocculation basin, medicament is mixed to the adsorption particle the produced rear discharge of being flocculated with sewage, the adsorption particle entered in filtering basin is less, so, the utility model can prevent the phenomenon of obstruction while filtering sewage.
The accompanying drawing explanation
The plan structure schematic diagram that Fig. 1 is the utility model embodiment;
Fig. 2 be in Fig. 1 A-A to the sectional structure schematic diagram.
In accompanying drawing, the corresponding name of Reference numeral is called: 1, flocculation basin, 2, filtering basin, 3, water inlet pipe, 4, the water inlet headstock gear, 5, chemical feed pipe, 6, chemicals dosing plant, 7, stirrer, 8, air compressor machine, 9, spoil disposal supervisor, 10, the spoil disposal arm, 11, pneumavalve, 12, middle headstock gear, 13, scavenging pump, 14, cleaning valve, 15, drive-motor, 16, fibre turntable, 17, clean water basin, 18, draining headstock gear, 19, water shoot, 20, the dosing pond.
Embodiment
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, but embodiment of the present utility model is not limited to this.
Embodiment
As shown in Figures 1 and 2, a kind of advanced treatment of wastewater waterpower flocculation filter tank, comprise the water inlet pipe 3 of connecting in turn, dosing pond 20, flocculation basin 1, filtering basin 2, clean water basin 17 and water shoot 19, wherein, flocculation basin 1 is provided with water-in and water outlet, dosing pond 20 is connected by the water-in and the flocculation basin 1 that connect flocculation basin 1, filtering basin 2 are connected with flocculation basin 1 and connect by the water outlet with flocculation basin 1, dosing pond 20 is provided with into water headstock gear 4 with the pipeline that flocculation basin 1 water-in is connected, flocculation basin 1 is provided with middle headstock gear 12 with the pipeline that filtering basin 2 are connected, clean water basin 17 are provided with draining headstock gear 18 with the pipeline that water shoot 19 is connected.Water-in and the passage between water outlet of flocculation basin 1 are provided with a plurality of flocculation zones, the flocculation zone of the present embodiment is separated and is formed by body of wall, a plurality of flocculation zones are connected in turn, and the passage that between the water-in of flocculation basin 1 and water outlet, a plurality of flocculation zones are connected forms the deflector type passage.
The present embodiment is provided with sludge bucket in the bottom of filtering basin 2, and the mud suction pump is inserted in sludge bucket by a suction pipe.The inner drive-motor 15 for the connection of hollow center rotary drum ,Yu center rotary drum is installed in filtering basin 2 and is arranged on the coaxial fibre turntable 16 of rotary drum Shang Qieyu center, center rotary drum, wherein, be respectively arranged with front support structure and rear support structure at filtering basin 2 two ends, rotary drum two ends, center are arranged on respectively on front support structure and rear support structure, and fibre turntable 16 comprises rotating disk and is arranged on the fiber filter cloth of disc surfaces.The present embodiment also comprises back-purge system, and wherein, back-purge system comprises rinse water water inlet pipe, scavenging pump 13 and high pressure cleaning shower nozzle, and rinse water water inlet pipe one end is connected with scavenging pump 13 water-ins, and its other end is arranged in clean water basin 17.The high pressure cleaning shower nozzle is positioned at filtering basin 2 and is connected with the water outlet of scavenging pump 13, on the pipeline that scavenging pump 13 water outlets and high pressure cleaning shower nozzle are connected, is provided with cleaning valve 14.
The flocculation basin of the present embodiment also comprises stirrer 7, chemicals dosing plant 6, air compressor machine 8 and mud drainage slot, and wherein, the agitator arm of stirrer 7 is located in dosing pond 20, and stirrer 7 is for to adding sewage and medicaments in dosing pond 20 to be stirred; Chemicals dosing plant 6 is connected by chemical feed pipe 5 and dosing pond 20.Each flocculation basin 1 zone corresponding to flocculation zone bottom is provided with the spoil disposal arm 10 of connecting flocculation zone, be equipped with the pneumavalve 11 be connected with air compressor machine 8 on every spoil disposal arm 10, spoil disposal arm 10 is relatively connected the other end and the mud drainage slot of flocculation zone end and is connected, and mud drainage slot is connected with connects its inner spoil disposal supervisor 9.
During the present embodiment application, sewage enters dosing pond 20 by water inlet pipe 3, add medicament in dosing pond 20, stirring by stirrer 7 makes sewage mix with medicament, and medicament and sewage effect generate closely knit flco, after closely knit flco enters continuous flocculation zone, particle aggregation, the flco size continues to increase, and forms mud after sedimentation and enters mud drainage slot from spoil disposal arm 10, and the mud in mud drainage slot is responsible for 9 by spoil disposal and is discharged; The sewage of processing through flocculation basin enters in filtering basin 2, drive-motor 15 drives the center rotary drum and rotates, the micron order filter cloth on fibre turntable 16 surfaces on it is filtered water body, due to the inside and outside pressure difference of fibre turntable 16, water is by micron-sized filter cloth, suspended substance is trapped within filtering basin 2, is deposited in the sludge bucket of bottom; Scavenging pump 13 draws water in clean water basin 17, clear water is cleaned fibre turntable 16 by the high pressure cleaning shower nozzle, the water spraying direction of high pressure cleaning shower nozzle is identical with the sense of rotation of fibre turntable 16, now, fibre turntable 16 after cleaning enters into filtration condition, clear water after processing injects in clean water basin 17, and can discharge by water shoot 19.
Above content is the further description of the utility model being done in conjunction with concrete preferred implementation, can not assert that embodiment of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field, not breaking away from other embodiments that draw under the technical solution of the utility model, all should be included in protection domain of the present utility model.
Claims (7)
1. advanced treatment of wastewater waterpower flocculation filter tank, it is characterized in that: comprise water inlet pipe (3), dosing pond (20), flocculation basin (1), filtering basin (2), clean water basin (17) and the water shoot (19) connected in turn, water-in and the passage between water outlet of described flocculation basin (1) are provided with a plurality of flocculation zones, and each flocculation basin (1) zone corresponding to flocculation zone bottom is provided with the spoil disposal arm (10) of connecting flocculation zone; The drive-motor (15) of rotary drum ,Yu center, center rotary drum connection is installed in described filtering basin (2) and is arranged on the coaxial fibre turntable (16) of rotary drum Shang Qieyu center, center rotary drum.
2. a kind of advanced treatment of wastewater waterpower flocculation according to claim 1 filter tank, it is characterized in that: also comprise back-purge system, described back-purge system comprises rinse water water inlet pipe, scavenging pump (13) and high pressure cleaning shower nozzle, described rinse water water inlet pipe one end is connected with scavenging pump (13) water-in, its the other end is arranged in clean water basin (17), described high pressure cleaning shower nozzle is positioned at filtering basin (2) and is connected with the water outlet of scavenging pump (13), on the pipeline that scavenging pump (13) water outlet and high pressure cleaning shower nozzle are connected, is provided with cleaning valve (14).
3. a kind of advanced treatment of wastewater waterpower flocculation according to claim 1 filter tank, it is characterized in that: also comprise stirrer (7), the agitator arm of described stirrer (7) is located in dosing pond (20).
4. a kind of advanced treatment of wastewater waterpower flocculation according to claim 1 filter tank, it is characterized in that: also comprise chemicals dosing plant (6), described chemicals dosing plant (6) is connected by chemical feed pipe (5) and dosing pond (20).
5. a kind of advanced treatment of wastewater waterpower flocculation according to claim 1 filter tank, it is characterized in that: described dosing pond (20) is provided with into water headstock gear (4) with the pipeline that flocculation basin (1) water-in is connected, described flocculation basin (1) is provided with middle headstock gear (12) with the pipeline that filtering basin (2) are connected, and described clean water basin (17) are provided with draining headstock gear (18) with the pipeline that water shoot (19) is connected.
6. a kind of advanced treatment of wastewater waterpower flocculation according to claim 1 filter tank, it is characterized in that: also comprise mud drainage slot, described spoil disposal arm (10) is relatively connected the other end and the mud drainage slot of flocculation zone end and is connected, and described mud drainage slot is connected with connects its inner spoil disposal supervisor (9).
7. according to the described a kind of advanced treatment of wastewater waterpower flocculation of any one in claim 1～6 filter tank, it is characterized in that: also comprise air compressor machine (8), be equipped with the pneumavalve (11) be connected with air compressor machine (8) on every spoil disposal arm (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204026355U CN203319799U (en) | 2013-07-08 | 2013-07-08 | Advanced sewage treatment water power flocculation filter tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204026355U CN203319799U (en) | 2013-07-08 | 2013-07-08 | Advanced sewage treatment water power flocculation filter tank |
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| Publication Number | Publication Date |
|---|---|
| CN203319799U true CN203319799U (en) | 2013-12-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013204026355U Expired - Fee Related CN203319799U (en) | 2013-07-08 | 2013-07-08 | Advanced sewage treatment water power flocculation filter tank |
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| Country | Link |
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| CN (1) | CN203319799U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113582474A (en) * | 2021-09-28 | 2021-11-02 | 苏州立升净水科技有限公司 | River course processing apparatus |
-
2013
- 2013-07-08 CN CN2013204026355U patent/CN203319799U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113582474A (en) * | 2021-09-28 | 2021-11-02 | 苏州立升净水科技有限公司 | River course processing apparatus |
| CN113582474B (en) * | 2021-09-28 | 2022-01-18 | 苏州立升净水科技有限公司 | River course processing apparatus |
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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: 20180708 |
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| CF01 | Termination of patent right due to non-payment of annual fee |