CN209081510U - Sewage integrated treatment device - Google Patents
Sewage integrated treatment device Download PDFInfo
- Publication number
- CN209081510U CN209081510U CN201821757979.7U CN201821757979U CN209081510U CN 209081510 U CN209081510 U CN 209081510U CN 201821757979 U CN201821757979 U CN 201821757979U CN 209081510 U CN209081510 U CN 209081510U
- Authority
- CN
- China
- Prior art keywords
- zone
- partition
- vertical
- apparatus body
- quick mixed
- 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.)
- Active
Links
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses sewage integrated treatment devices, including apparatus body and medicine system, it is characterized in that, partition component is provided in the apparatus body, partition component will be divided into quick mixed zone inside apparatus body, partition flocculation zone, vertical-flow settling zone and sloping plate deposition district, the second agitating device is provided on quick mixed zone, quick mixed zone, partition flocculation zone and vertical-flow settling zone are sequentially communicated, and sloping plate deposition district is located at the inside of vertical-flow settling zone, the side of top side wall is provided with water inlet on apparatus body, water inlet is connected with quick mixed zone, quick mixed zone is connected with partition flocculation zone.The utility model structure is simple, and novel in design, compact-sized, occupied area is small, installation and transportation are convenient, largely save equipment investment, realize the steady and continuous operation of sewage treatment, sewage treating efficiency is improved, cost of sewage disposal is reduced, is conducive to a wide range of promote and apply.
Description
Technical field
The utility model relates to processing unit technical field more particularly to sewage integrated treatment devices.
Background technique
Sewage treatment refers to the water quality requirement for discharging a certain water body to reach sewage or reusing, and handles it
Process.In sewage treatment, reaction tank, stirring pool, sedimentation basin etc. are all very common structures.Existing common technique
In, often these pond bodies are in one line, connected between pond body by pipeline, and sewage successively passes through corresponding reaction tank, occur special
Fixed chemical reaction, then drains.This mode in one line takes up a large area, and builds at high cost, builds up rear technique adjustment
Flexibility is poor.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and the sewerage integrated processing proposed
Device.
To achieve the goals above, the utility model adopts the technical scheme that
Sewage integrated treatment device, including apparatus body and medicine system, which is characterized in that set in the apparatus body
Be equipped with partition component, partition component will be divided into inside apparatus body quick mixed zone, partition flocculation zone, vertical-flow settling zone and
Sloping plate deposition district is provided with the second agitating device, quick mixed zone, partition flocculation zone and vertical-flow settling zone on quick mixed zone
Be sequentially communicated, and sloping plate deposition district is located at the inside of vertical-flow settling zone, on apparatus body the side of top side wall be provided with into
The mouth of a river, water inlet are connected with quick mixed zone, and quick mixed zone is connected with partition flocculation zone, in the top of partition flocculation zone
Wall and bottom end inner wall are provided with partition along its length, and the middle position of vertical-flow settling zone is provided with central tube, partition wadding
Coagulation zone is connected by conduit with the central tube of vertical-flow settling zone, and the bottom end of central tube is provided with reflecting plate, quick mixed zone
Sample tap is respectively set with partition flocculation zone side bottom end, the top of vertical-flow settling zone is provided with effluent weir, effluent weir outside
Catch basin is arranged in surrounding, and water outlet is provided in groove sidewall of catchmenting, and apparatus body bottom end, which slopes inwardly to be arranged, forms sludge bucket, dirty
Sludge pipe is provided on bucket, sludge pipe is connected with vertical-flow settling zone lower end.
Preferably, in the medicine system setting there are two medicine-chest, be provided on two medicine-chests the first agitating device and
Dosing pump is connected with pipeline on dosing pump, and pipeline is connected with quick mixed zone far from one end of dosing pump.
Preferably, the partition interlaced arrangement on the top inner wall and bottom end inner wall of the partition flocculation zone, and partition room away from
It incrementally increases.
Preferably, first agitating device and the second agitating device structure are identical, and the first agitating device includes motor, electricity
Machine output shaft is connected with stirring rod, 2 groups of stirring flabellums of interval setting along stirring rod direction.
Preferably, access hole is provided on the sludge bucket.
Preferably, the sewage integrated treatment device, which is characterized in that the sloping plate deposition district is provided with hexagon cellular
Filler, and hexagon cellular filler is 60 ° of overturning angle settings.
Compared with prior art, the utility model has the beneficial effects that
1, apparatus structure is simple, novel in design, using integrated design, by quick mixed zone, partition flocculation zone, vertical-flow
Settling zone, sloping plate deposition district are arranged in same apparatus body, not only compact-sized, and occupied area is small, and installation and transportation are convenient, greatly
Amount saves equipment investment, and realizes the steady and continuous operation of sewage treatment, improves sewage treating efficiency, reduces at sewage
Cost is managed, a wide range of promote and apply is conducive to；
2, in the case where motor quickly stirs, sewage is able to come into full contact with and mix with medicament in quick mixed zone, preliminarily forms
Tiny wadding body；Increase turbulent flow by partition fold in flocculation baffle region, cause wadding body collision and increase, increases with baffle region interval
Greatly, reduced velocity flow, the sustainable growth of wadding body volume.It is heavy then to enter perpendicular stream from partition flocculation zone end via pipeline, central tube
Shallow lake area, the design residence time is 2h in vertical-flow settling zone, and settling zone carries out mud-water separation, the solid sediments such as sludge to water
Since gravity sinks, the primary water after mud-water separation flows from bottom to top further to be separated through sloping plate deposition district, is then existed
Effluent weir is discharged after adjusting water distribution by water outlet, and the utility model stable effluent quality is, it can be achieved that automation left unguarded operating.
3, sloping plate deposition district is added in inclined plate built in perpendicular stream settling zone, it is possible to increase wetted perimeter reduces water conservancy radius, improves water flow
State has not only reduced volume needed for sedimentation basin, but also greatly improve treatment effeciency so that solid-liquid two separate under laminar flow condition.
The utility model structure is simple, and novel in design, compact-sized, occupied area is small, and installation and transportation are convenient, a large amount of to save
Equipment investment realizes the steady and continuous operation of sewage treatment, improves sewage treating efficiency, reduce cost of sewage disposal, sharp
It is promoted and applied in a wide range of.
Detailed description of the invention
Fig. 1 be the utility model proposes sewage integrated treatment device structural schematic diagram；
Fig. 2 be the utility model proposes sewage integrated treatment device medicine system structural schematic diagram；
Fig. 3 be the utility model proposes sewage integrated treatment device A at structural schematic diagram.
In figure: 1 medicine system, 2 quick mixed zones, 3 partition flocculation zones, 4 vertical-flow settling zones, 5 sloping plate deposition districts, 6
One agitating device, 7 dosing pumps, 8 water inlets, 9 second agitating devices, 10 partitions, 11 central tubes, 12 reflecting plates, 13 hexagon cellulars
Filler, 14 effluent weirs, 15 water outlets, 16 sludge pipes, 17 sample taps, 18 access holes, 19 catch basins.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-3, sewage integrated treatment device, including apparatus body and medicine system 1, the interior setting of medicine system 1
There are two medicine-chest, it is provided with the first agitating device 6 and dosing pump 7 on two medicine-chests, pipeline is connected on dosing pump 7, and manage
Road is connected with quick mixed zone 2 far from one end of dosing pump 7, is provided with partition component in apparatus body, and partition component is by equipment
Body interior is divided into quick mixed zone 2, partition flocculation zone 3, vertical-flow settling zone 4 and sloping plate deposition district 5, sloping plate deposition district 5
It is provided with hexagon cellular filler 13, and hexagon cellular filler is 60 ° of overturning angle settings, the top inner wall of partition flocculation zone 3 and bottom
10 interlaced arrangement of partition on inner wall is held, and 10 spacing of partition incrementally increases, the second stirring dress is provided on quick mixed zone 2
9 are set, quick mixed zone 2, partition flocculation zone 3 and vertical-flow settling zone 4 are sequentially communicated, and sloping plate deposition district 5 is located at vertical-flow sink
The inside in shallow lake area 4, the side of top side wall is provided with water inlet 8 on apparatus body, and water inlet 8 is connected with quick mixed zone 2,
Quick mixed zone 2 is connected with partition flocculation zone 3, and the top inner wall and bottom end inner wall of partition flocculation zone 3 are all provided with along its length
It is equipped with partition 10, the first agitating device 6 is identical with 9 structure of the second agitating device, and the first agitating device 6 includes motor, and motor is defeated
Shaft is connected with stirring rod, and 2 groups of stirring flabellums of interval setting, the interposition of vertical-flow settling zone 4 install along stirring rod direction
It is equipped with central tube 11, partition flocculation zone 3 is connected by conduit with the central tube 11 of vertical-flow settling zone 4, the bottom of central tube 11
End is provided with reflecting plate 12, and sample tap 17, vertical-flow precipitating is respectively set in quick mixed zone 2 and 3 side bottom end of partition flocculation zone
The top in area 4 is provided with effluent weir 14, and 14 outer periphery of effluent weir is arranged catch basin 19, is provided with out on 19 side wall of catch basin
The mouth of a river 15, apparatus body bottom end, which slopes inwardly to be arranged, forms sludge bucket, and access hole 18 is provided on sludge bucket, is arranged on sludge bucket
There is sludge pipe 16, sludge pipe 16 is connected with vertical-flow 4 lower end of settling zone, and the utility model structure is simple, novel in design, knot
Structure is compact, and occupied area is small, and installation and transportation are convenient, largely save equipment investment, realizes the steady and continuous operation of sewage treatment, mentions
High sewage treating efficiency, reduces cost of sewage disposal, is conducive to a wide range of promote and apply.
Working principle: the utility model uses integrated design, by quick mixed zone 2, partition flocculation zone 3, vertical-flow heavy
Shallow lake area 4, sloping plate deposition district 5 are arranged in same apparatus body, and not only compact-sized, occupied area is small, and installation and transportation are convenient, greatly
Amount saves equipment investment, and realizes the steady and continuous operation of sewage treatment, improves sewage treating efficiency, reduces at sewage
Cost is managed, a wide range of popularization and application are conducive to, water inlet 8 is connected with quick mixed zone 2, quick mixed zone 2 and partition flocculation zone 3
It is connected, partition flocculation zone 3 is connected by conduit with the central tube 11 of vertical-flow settling zone 4, and reflecting plate 12 is set to central tube
11 lower sections, inclined plate sloping plate deposition district 5 is placed in vertical-flow settling zone 4, and effluent weir 14 is connected with water outlet 15, when operation, medicine
Agent is delivered to quick mixed zone 2 by dosing pump 7 after 6 stirring and dissolving mixed diluting of the first agitating device in medicine system 1,
Sewage enters quick mixed zone 2 and medicament dilution by water inlet 8 and passes through after the second agitating device 9 is sufficiently mixed and reacts, and flows through
Partition flocculation zone 3 generates alumen ustum, and rear to vertical-flow settling zone 4, the design residence time is 2h, and settling zone carries out muddy water point to water
From since gravity sinks, the primary water after mud-water separation flows from bottom to top through inclined plate inclined plate the solid sediments such as sludge
Settling zone 5 further separates, and is then discharged after effluent weir 14 adjusts water distribution by water outlet 15, apparatus body lower end slopes inwardly
Setting forms sludge bucket, and is provided with sludge pipe 16, and sludge pipe 16 is connected with vertical-flow 4 lower end of settling zone, and sludge leans on hydrostatic
Pressure is discharged through mud discharging mouth 16, and access hole 18 is provided on sludge bucket, convenient to repair to equipment.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. sewage integrated treatment device, including apparatus body and medicine system (1), which is characterized in that in the apparatus body
It is provided with partition component, partition component will be divided into quick mixed zone (2), partition flocculation zone (3), vertical-flow inside apparatus body
Settling zone (4) and sloping plate deposition district (5) are provided with the second agitating device (9) on quick mixed zone (2), quick mixed zone (2),
Partition flocculation zone (3) and vertical-flow settling zone (4) are sequentially communicated, and sloping plate deposition district (5) is located at the interior of vertical-flow settling zone (4)
Portion, the side of top side wall is provided with water inlet (8) on apparatus body, and water inlet (8) is connected with quick mixed zone (2), fastly
Fast mixed zone (2) is connected with partition flocculation zone (3), and the top inner wall and bottom end inner wall of partition flocculation zone (3) are along its length
It is provided with partition (10), the middle position of vertical-flow settling zone (4) is provided with central tube (11), and partition flocculation zone (3) passes through
Conduit is connected with the central tube (11) of vertical-flow settling zone (4), and the bottom end of central tube (11) is provided with reflecting plate (12), quickly
Mixed zone (2) and partition flocculation zone (3) side bottom end are respectively set sample tap (17), the top setting of vertical-flow settling zone (4)
Have effluent weir (14), catch basin (19) are arranged in effluent weir (14) outer periphery, are provided with water outlet on catch basin (19) side wall
(15), apparatus body bottom end slope inwardly setting forms sludge bucket, be provided on sludge bucket sludge pipe (16), sludge pipe (16) with
Vertical-flow settling zone (4) lower end is connected.
2. sewage integrated treatment device according to claim 1, which is characterized in that setting in the medicine system (1)
There are two medicine-chest, it is provided with the first agitating device (6) and dosing pump (7) on two medicine-chests, dosing pump is connected with pipe on (7)
Road, and pipeline is connected with quick mixed zone (2) far from one end of dosing pump (7).
3. sewage integrated treatment device according to claim 1, which is characterized in that the top of the partition flocculation zone (3)
Partition (10) interlaced arrangement on inner wall and bottom end inner wall is held, and partition (10) spacing incrementally increases.
4. sewage integrated treatment device according to claim 2, which is characterized in that first agitating device (6) and
Second agitating device (9) structure is identical, and the first agitating device (6) includes motor, and motor output shaft is connected with stirring rod, along stirring
Setting 2 groups of stirring flabellums in interval on bar direction.
5. sewage integrated treatment device according to claim 1, which is characterized in that be provided with maintenance on the sludge bucket
Mouth (18).
6. sewage integrated treatment device according to claim 1, which is characterized in that sloping plate deposition district (5) setting
Have hexagon cellular filler (13), and hexagon cellular filler is 60 ° of overturning angle settings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821757979.7U CN209081510U (en) | 2018-10-29 | 2018-10-29 | Sewage integrated treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821757979.7U CN209081510U (en) | 2018-10-29 | 2018-10-29 | Sewage integrated treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209081510U true CN209081510U (en) | 2019-07-09 |
Family
ID=67121242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821757979.7U Active CN209081510U (en) | 2018-10-29 | 2018-10-29 | Sewage integrated treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209081510U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110240294A (en) * | 2019-07-12 | 2019-09-17 | 新疆天业（集团）有限公司 | A kind of waste water sofening treatment device |
| CN110642422A (en) * | 2019-09-29 | 2020-01-03 | 青岛双瑞海洋环境工程股份有限公司 | Ship desulfurization air-flotation circulating device, ship waste gas washing system and ship |
| CN111675372A (en) * | 2020-05-18 | 2020-09-18 | 宁波市园林工程有限公司 | Multistage gardens sewage regeneration system that subsides |
| CN113248001A (en) * | 2021-07-05 | 2021-08-13 | 湖南大学 | Differential flocculation and precipitation integrated water purifying device |
| CN114573072A (en) * | 2022-03-01 | 2022-06-03 | 奥朗博佳羽节能科技有限公司 | Mixing device in spiral-flow type oil stain separation equipment |
-
2018
- 2018-10-29 CN CN201821757979.7U patent/CN209081510U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110240294A (en) * | 2019-07-12 | 2019-09-17 | 新疆天业（集团）有限公司 | A kind of waste water sofening treatment device |
| CN110642422A (en) * | 2019-09-29 | 2020-01-03 | 青岛双瑞海洋环境工程股份有限公司 | Ship desulfurization air-flotation circulating device, ship waste gas washing system and ship |
| CN111675372A (en) * | 2020-05-18 | 2020-09-18 | 宁波市园林工程有限公司 | Multistage gardens sewage regeneration system that subsides |
| CN111675372B (en) * | 2020-05-18 | 2022-03-18 | 宁波市园林工程有限公司 | Multistage gardens sewage regeneration system that subsides |
| CN113248001A (en) * | 2021-07-05 | 2021-08-13 | 湖南大学 | Differential flocculation and precipitation integrated water purifying device |
| CN114573072A (en) * | 2022-03-01 | 2022-06-03 | 奥朗博佳羽节能科技有限公司 | Mixing device in spiral-flow type oil stain separation equipment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209081510U (en) | Sewage integrated treatment device | |
| CN205774033U (en) | A kind of compound efficient depositing reservoir | |
| CN201245484Y (en) | Integrated sewage purification processing unit for architectural engineering | |
| CN207632576U (en) | Multistage sloping plate coagulative precipitation device | |
| CN201890788U (en) | Double-layered pressure type oil remover | |
| CN206395896U (en) | Sewage disposal precipitation reactor | |
| CN211025241U (en) | High density precipitation equipment | |
| CN203355383U (en) | Coagulative precipitation tank | |
| CN103466763B (en) | Method for designing high-efficient coagulation stirring in sewage treatment | |
| CN106495355A (en) | A kind of electroplating wastewater treatment reclaiming technique and combinations thereof device | |
| CN117142605A (en) | High-efficient clarification tank | |
| CN107601637A (en) | A kind of settler for wastewater treatment | |
| CN209468260U (en) | A kind of waste water coupling processing device based on magnetic-coagulation and sodium peroxydisulfate catalysis oxidation | |
| CN208717037U (en) | Integrated wastewater treatment equipment | |
| CN103803774B (en) | Sludge concentration device and sludge treatment method thereof | |
| CN109603216A (en) | A kind of unpowered tiny flocculation reaction settling basin | |
| CN100343181C (en) | Middle arranged sedimentation tank | |
| CN211688594U (en) | Sewage treatment reaction sedimentation tank | |
| CN201064679Y (en) | Pipe chute coagulating sedimentation pool | |
| CN207581517U (en) | A kind of industrial wastewater settler | |
| CN110204104B (en) | Suspension medium layer filtration system based on mechanical stirring layering | |
| CN214115020U (en) | Tubular micro-filtration coupled wastewater treatment device | |
| CN104944577B (en) | A kind of just heavy hydrolytic tank and its application of sewage activity | |
| CN213202808U (en) | Sludge conditioning tower and sludge treatment system | |
| CN209575850U (en) | A kind of unpowered tiny flocculation reaction settling basin |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |