CN205995091U - A kind of uniform sedimentation basin - Google Patents
A kind of uniform sedimentation basin Download PDFInfo
- Publication number
- CN205995091U CN205995091U CN201621009425.XU CN201621009425U CN205995091U CN 205995091 U CN205995091 U CN 205995091U CN 201621009425 U CN201621009425 U CN 201621009425U CN 205995091 U CN205995091 U CN 205995091U
- Authority
- CN
- China
- Prior art keywords
- sedimentation basin
- pool wall
- inclined tube
- uniform
- filler
- 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
Links
Abstract
Uniform sedimentation basin of the present utility model belongs to field of Environment Protection, its generally fall prismatic table shape, end surrounding is connected with the vertical pool wall in four roads thereon, the distribution channel being respectively provided on two sides with into water and the feeder of water outlet, in water distribution trough floor, interval has inlet opening, which is connected with water distributor respectively, and along pool wall bending downwards, its lower end is located at sedimentation basin skew wall centre position to water distributor.At sedimentation basin pool wall turnover position even equipped with horizontal shore, standing thereon has inclined tube row's filler, and the upper port of inclined tube row's filler crosses the upper edge of mill weir less than feeder.Inclined tube every inclined tube otch of row's filler is 60 ° of angles, and section is hexagonal cellular.At the bottom of pond is sludge hopper, arranges submersible sewage pump in bucket.This Chi Chi appearance is little, and floor space is few, can shorten hydraulic detention time, and settling rate is high, can be applicable in cell Treated sewage reusing integration apparatus.
Description
Technical field
A kind of uniform sedimentation basin of the present utility model belongs to field of Environment Protection, and more particularly to a kind of improvement of sanitary sewage sets
Apply.
Background technology
Sedimentation basin is a kind of structures of suspension in eliminating water, widely used in the treatment of waste water, and pattern is a lot, by pond
Interior water (flow) direction is divided into flat flow, vertical-flow and three kinds of radial-flow.Rectangular sedimentation tank simple structure, sedimentation effect are good, work
Stable performance, using extensive, but floor space is larger.Vertical sedimentation basin floor space is little, but depth is big, and at the bottom of pond is taper,
Construction is more difficult.Radical sedimentation basin mechanical dredge equipment is complicated, and construction quality is had high demands.Lead in cell Treated sewage reusing technique
Frequently with rectangular sedimentation tank, due to sedimentation effect to be ensured, it is necessary for the very big sedimentation basin of floor space is constructed, is filled with meeting
The hydraulic detention time of foot, this is difficult in the cell of limited area, due to cell Treated sewage reusing integration apparatus
General be all installed in negative one, two layers, this kind of great Chi cannot more accomplish.
Content of the invention
The purpose of this utility model is to propose a kind of floor space few, and sedimentation effect is good, simple structure, can be applicable to little
Uniform sedimentation basin in area's Treated sewage reusing integration apparatus.
The purpose of this utility model is realized in:Uniform sedimentation basin generally falls prismatic table shape, and end surrounding connects thereon
There is the vertical pool wall in four roads, wherein on the inside of one group of relative pool wall, two parallel vertical baffle plates are interval with, the baffle plate two ends are divided
Be not connected with two inwalls of another group of vertical pool wall, horizonal base plate is connected with between adjacent pool wall respectively in the lower edge of every side shield,
The high side shield of a wherein side shield is low, and the bottom plate heights of high baffle plate side are higher than the bottom plate heights of low gear plate side.
Further, high baffle plate, base plate and the distribution channel of adjacent vertical pool wall composition water inlet, are spaced apart on vertical pool wall
There is connection inlet opening;Low gear plate, base plate and the feeder of adjacent vertical pool wall composition water outlet, are spaced on vertical pool wall and have out
Water hole, low gear plate were mill weir.
Further, in water inlet water distribution trough floor, interval has inlet opening, and which is connected with water distributor respectively, and water distributor is suitable
Downwards, its lower end is located at sedimentation basin skew wall centre position for pool wall bending.
Further, at sedimentation basin pool wall turnover position even equipped with horizontal shore, standing thereon has inclined tube row's filler, tiltedly
The upper port of pipe row's filler crosses the upper edge of mill weir less than feeder.
Inclined tube every inclined tube otch of row's filler is 60 ° of angles, and section is hexagonal cellular.
Further, at the bottom of pond is sludge hopper, and it is sludge reflux pump to arrange submersible sewage pump in bucket.
Due to carrying out technique scheme, this uniform sedimentation basin pond appearance is little, and floor space is few, when can shorten hydraulic retention
Between, settling rate is high, can be applicable in cell Treated sewage reusing integration apparatus, with extensive promotional value.
Description of the drawings:Concrete structure of the present utility model is given by following drawings and Examples:
Fig. 1 is uniform sedimentation basin overlooking the structure diagram;
Fig. 2 is uniform sedimentation basin cross-sectional view;
Fig. 3 is inclined tube draining plane cross section.
Legend:1st, inlet opening, 2, pool wall, 3, sludge hopper, 4, cross mill weir, 5, feeder, 6, distribution channel, 7, water distributor, 8,
Connection inlet opening, 9, inclined tube row's filler, 10, liquid level, 11, apopore, 12, bracing frame.
Specific embodiment:The utility model is not limited by following embodiments, can be according to technical side of the present utility model
Case determines specific embodiment with actual conditions.
Embodiment:As shown in Figure 1, 2, 3, uniform sedimentation basin generally fall prismatic table shape, thereon end surrounding be connected with four roads erect
To pool wall 2, one group of relative 2 inner side of pool wall, is interval with two parallel vertical baffle plates wherein, the baffle plate two ends respectively with separately
Two inwalls of one group of vertical pool wall 2 are connected, and are connected with horizonal base plate respectively in the lower edge of every side shield, wherein between adjacent pool wall 2
The high side shield of one side shield is low, and the bottom plate heights of high baffle plate side are higher than the bottom plate heights of low gear plate side.High baffle plate, base plate
Constitute the distribution channel 6 of water inlet with adjacent vertical pool wall 2, interval has connection inlet opening 8 on vertical pool wall 2;Low gear plate, base plate
Constitute the feeder 5 of water outlet with adjacent vertical pool wall 2, interval has apopore 11 on vertical pool wall 2, and low gear plate was mill weir
4.On 6 base plate of distribution channel, interval has inlet opening 1, and which is connected with water distributor 7 respectively, and water distributor 7 is bent downwards along pool wall 2,
Its lower end is located at the centre position that sedimentation basin inclines pool wall 2.Position transfer even equipped with horizontal shore 12 in sedimentation basin pool wall 2,
Standing thereon has inclined tube row's filler 9, and the upper port of inclined tube row's filler 9 was less than the upper edge of mill weir 4.Inclined tube row's filler 9 is oblique per root
Pipe otch is 60 ° of angles, and section is hexagonal cellular.At the bottom of pond is sludge hopper 3, arranges sludge reflux pump in bucket.
The water body in speed point biochemical film cloth pond enters the distribution channel 6 of uniform sedimentation basin through connecting inlet opening 8, then passes through water distributor
7 guiding sewage arrange filler 9 each through gripper shoe 12, inclined tube even into sedimentation basin middle and lower part is arrived when sewage slowly rises in pond
Inclined tube, when liquid level was higher by mill weir 4, sewage flows into feeder 5, and the sewage in groove enters follow-up middle water by apopore 11
Pond.Because inclined tube is arranged, 9 wetted perimeters are big, and hydraulic radius is little, and runtime layer stream mode is good, and in the sewage in pipe, particle sedimentation is not dry by turbulent flow
Disturb, due to inclined tube arrange filler 9 retardation so that the particle in sewage with blocked in sewage uphill process, so as to accelerate
Particle is separated with sewage, that is, accelerate the precipitation of particle, and shorten the precipitation distance of particle.Particle is deposited to sludge hopper 3,
The activated sludge that the bucket accumulates is by the regular suction SDW regulating reservoir of sludge reflux pump.The material of inclined tube row's filler 9 is polypropylene or second
Third copolymerization sheet material, with toughness strong, assembling intensity is good, indeformable, not embrittlement, anti-aging, long service life characteristic.Connection side
Formula is by every two panels inclined tube filler hot pick adhesion, is allowed to hexagonal, per two inclined tube filler hot pick adhesions, makes inclined tube arrange filler
9 upper end entirety oblique section is the melikaria of multiple hexagons composition.
In embodiment, " wetted perimeter " refers to the length that liquid is contacted on the cross-section of river with solid boundaries, for the pipe of flowing full,
Wetted perimeter is the inner periphery of tube wall;" hydraulic radius " refers to the length of side that the area of passage of water delivery section is contacted with water delivery section and water body
That is the ratio of wetted perimeter;" laminar flow " refers to fluid in Bottomhole pressure, and its particle makees smooth linear motion along the direction parallel with pipe axle.
Described above is only intended to clearly illustrate the utility model example, and be not to of the present utility model
The restriction of embodiment.Every belong to obvious change that the technical solution of the utility model amplified out or change still locate
Row in protection domain of the present utility model.
Claims (6)
1. a kind of uniform sedimentation basin, generally prismatic table shape, it is characterised in that:End surrounding is connected with the vertical pool wall in four roads thereon,
Wherein on the inside of one group of relative pool wall, two parallel vertical baffle plates are interval with, the baffle plate two ends are vertical with another group respectively
Two inwalls of pool wall are connected, and are connected with horizonal base plate respectively in the lower edge of every side shield between adjacent pool wall, and a wherein side shield is high
One side shield is low, and the bottom plate heights of high baffle plate side are higher than the bottom plate heights of low gear plate side.
2. sedimentation basin as claimed in claim 1 uniform, it is characterised in that:High baffle plate, base plate are constituted with adjacent vertical pool wall
The distribution channel of water inlet, on vertical pool wall, interval has connection inlet opening;Low gear plate, base plate constitute water outlet with adjacent vertical pool wall
Feeder, on vertical pool wall interval have apopore, low gear plate was mill weir.
3. sedimentation basin as claimed in claim 1 or 2 uniform, it is characterised in that:In water distribution trough floor, interval has inlet opening,
Which is connected with water distributor respectively, and along pool wall bending downwards, its lower end is located at sedimentation basin skew wall centre position to water distributor.
4. sedimentation basin as claimed in claim 3 uniform, it is characterised in that:At sedimentation basin pool wall turnover position, company is propped up equipped with level
Support, standing thereon has inclined tube row's filler, and the upper port of inclined tube row's filler crosses the upper edge of mill weir less than feeder.
5. sedimentation basin as claimed in claim 4 uniform, it is characterised in that:Inclined tube every inclined tube otch of row's filler is 60 ° of angles, breaks
Face is hexagonal cellular.
6. sedimentation basin as claimed in claim 5 uniform, it is characterised in that:Uniform sedimentation basin at the bottom of pond is sludge hopper, arranges in bucket
Submersible sewage pump is sludge reflux pump.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621009425.XU CN205995091U (en) | 2016-08-31 | 2016-08-31 | A kind of uniform sedimentation basin |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621009425.XU CN205995091U (en) | 2016-08-31 | 2016-08-31 | A kind of uniform sedimentation basin |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205995091U true CN205995091U (en) | 2017-03-08 |
Family
ID=58195500
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621009425.XU Expired - Fee Related CN205995091U (en) | 2016-08-31 | 2016-08-31 | A kind of uniform sedimentation basin |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205995091U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115364530A (en) * | 2022-09-13 | 2022-11-22 | 新特能源股份有限公司 | Polysilicon slag slurry settling device and recovery system |
CN115364530B (en) * | 2022-09-13 | 2024-04-30 | 新特能源股份有限公司 | Polycrystalline silicon slurry sedimentation device and recovery system |
-
2016
- 2016-08-31 CN CN201621009425.XU patent/CN205995091U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115364530A (en) * | 2022-09-13 | 2022-11-22 | 新特能源股份有限公司 | Polysilicon slag slurry settling device and recovery system |
CN115364530B (en) * | 2022-09-13 | 2024-04-30 | 新特能源股份有限公司 | Polycrystalline silicon slurry sedimentation device and recovery system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104174193A (en) | Circular vertical flow type sedimentation basin | |
CN103288229B (en) | A kind of settler for sewage three phase separation | |
CN205347025U (en) | Gravity type water distribution device of sedimentation tank | |
CN205995091U (en) | A kind of uniform sedimentation basin | |
CN204502479U (en) | One leads heavy tube settling integral box | |
CN207838384U (en) | A kind of mudpan | |
CN203971476U (en) | A kind of high efficient full automatic settler | |
CN206063872U (en) | A kind of immersion settler and settling system | |
CN202366517U (en) | Inclined pipe precipitation device for waste water treatment system | |
CN201848130U (en) | Activated sludge settling tank | |
CN210457641U (en) | High-efficient septic tank of flow regime improvement type | |
CN201257318Y (en) | Middle-in side-out sedimentation basin | |
CN114014390A (en) | Large-diameter tubular air stripping device | |
CN209835763U (en) | Bidirectional self-cleaning anti-blocking composite vertical flow constructed wetland | |
CN208603793U (en) | A kind of two layers of inclined tube of band gas flushing or plate coagulating sedimentation water purification system | |
CN106215469A (en) | A kind of immersion settler and settling system | |
CN206081775U (en) | Novel level pipe sedimentation tank | |
CN207667207U (en) | A kind of vertical sedimentation basin with separation inner wall | |
CN207024709U (en) | A kind of double-deck horizontal sedimentation tank | |
CN206566555U (en) | A kind of new vertical sedimentation basin | |
CN206463554U (en) | A kind of high-efficiency swirl-type second pond | |
CN206391652U (en) | A kind of pipe chute precipitating equipment | |
CN213950841U (en) | Device for removing fine floaters in inclined plate sedimentation tank | |
CN219333249U (en) | Sedimentation tank and sewage treatment system | |
CN217854715U (en) | Novel partition combined type secondary sedimentation tank |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170308 Termination date: 20190831 |