CN103357203B - A kind of rapid precipitation overflow tower structure - Google Patents
A kind of rapid precipitation overflow tower structure Download PDFInfo
- Publication number
- CN103357203B CN103357203B CN201310320418.6A CN201310320418A CN103357203B CN 103357203 B CN103357203 B CN 103357203B CN 201310320418 A CN201310320418 A CN 201310320418A CN 103357203 B CN103357203 B CN 103357203B
- Authority
- CN
- China
- Prior art keywords
- pipe
- staving
- mud
- rapid precipitation
- tank
- 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
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The present invention relates to sewage treatment area, a kind of overflow tower for mud rapid precipitation.Including the staving of a upper opening, being fixed with bottom fixing frame bottom staving, described staving has the drum head that a structure is tapered, at the bottom of described cone tank on connect have sludge out pipe, blow-off pipe and enter mud pipe, described staving bottom centre position is additionally provided with an agitating device；One supernatant tank, the bottom of described tank is provided with drain pipe.One rapid precipitation overflow tower of the present invention, make full use of, containing residual flocculant, the reaction of tail drain sludge is made its rapid precipitation, within uninterrupted 24 hours, run continuously and clear water is overflowed automatically, discharge the clear water of about percent 95 and can be recycled, make to be deposited in the mud below tower to be routed directly to belt filter press and squeeze, it is not necessary to add flocculant.
Description
Technical field
The present invention relates to sewage treatment area, a kind of overflow tower for mud rapid precipitation.
Background technology
The tail draining of belt filter press typically discharge three pole sedimentation tanks carry out precipitating or be routed directly to sewage treatment plant and enter
Row processes, and needs to precipitate for a long time discharge, and the mud precipitated sends source sludge-tank back to again by slush pump, and mud
Being difficult to process and conveying, such circulation wastes the consumption of time and the energy.
Summary of the invention
The present invention is directed to above-mentioned technical problem provide a kind of can be by the overflow tower of mud rapid precipitation.
The concrete technical scheme of the present invention is:
A kind of rapid precipitation overflow tower structure, including the staving of a upper opening, is fixed with bottom fixing frame bottom staving,
Described staving has the drum head that a structure is tapered, at the bottom of described cone tank on connect have sludge out pipe, blow-off pipe and enter mud pipe, described
Sludge out pipe and blow-off pipe are evenly arranged at the bottom of cone tank, described in enter the mud inlet end of mud pipe and be positioned at outside at the bottom of described cone tank, enter
The mud outlet end of mud pipe puts in described staving and exceeds the layout at staving edge, described staving top, described enter mud pipe mud outlet end
Be arranged over a guard and top cover；
Described staving bottom centre position is additionally provided with an agitating device；
One supernatant tank, described supernatant tank around being arranged on outside the edge at described staving top, the end of described tank
End is provided with drain pipe.
Further, described sludge out pipe and enter mud pipe and be many, and the quantity of described sludge out pipe be more than described in enter mud pipe
Quantity.
Further, described sludge out pipe is the six roots of sensation, described in enter mud Guan Weisan root.
Further, described each is entered mud Guan Jun and is fixed by the fixed mount being fixed on described inner wall of barrel.
Further, described fixed mount is the channel-section steel of three arranged crosswise.
Further, described agitating device includes motor, and being connected by connecting shaft on the output shaft of motor has paddle,
Center perforate at the bottom of described cone tank, in described motor output shaft puts in cylinder together with paddle by described perforate and be positioned at
Bottom described staving.
Further, described bottom fixing frame is the even support many channel-section steels at the bottom of described cone tank.
Further, described bottom fixing frame is provided with and welds cushion block between at the bottom of described cone tank.
Beneficial effects of the present invention:
One rapid precipitation overflow tower of the present invention, makes full use of, containing residual flocculant, the reaction of tail drain sludge is made it
Rapid precipitation, runs continuously and is automatically overflowed by clear water for uninterrupted 24 hours, discharges the clear water of about percent 95 and capable of circulation makes
With, make to be deposited in the mud below tower and be routed directly to belt filter press and squeeze, it is not necessary to add flocculant.
Accompanying drawing explanation
Fig. 1 is one rapid precipitation overflow tower structure overall structure schematic diagram of the present invention；
Fig. 2 is drum head and bottom fixing frame structural representation；
Fig. 3 is the arrangement schematic diagram of drum head pipe hole；
Fig. 4 is staving inner tubular structure figure；
Fig. 5 is the partial enlarged drawing of Fig. 4；
Wherein, 1, staving；2, supernatant tank；3, drain pipe；4, bottom fastening bracket；5, guard and top cover；6, sludge out pipe；
7, mud pipe is entered；8, blow-off pipe；9, agitating device motor；10, fixed mount.
Detailed description of the invention
As it is shown in figure 1, a kind of rapid precipitation overflow tower structure, including the staving 1 of a upper opening, fixing bottom staving 1
Have bottom fixing frame 4, described staving 1 to have the drum head that a structure is tapered, at the bottom of described cone tank connect have sludge out pipe 6,
Blow-off pipe 8 and enter mud pipe 7, described in enter the mud inlet end of mud pipe 7 and stretch out described cone tank base fabric and put, the mud outlet end entering mud pipe 7 puts in
In described staving 1 and exceed the layout at staving edge, described staving 1 top, described enter mud pipe 7 mud outlet end be arranged over one
Guard and top cover；
Also including an agitating device in described staving, described agitating device is arranged at the bottom centre position of described staving 1；
Also include a supernatant tank 2, described supernatant tank 2 around being arranged on outside the edge at described staving 1 top, supernatant
The bottom of tank 2 is provided with drain pipe 3.
Rapid precipitation overflow tower operation principle of the present invention is: mud enters in staving 1 by entering mud pipe 7, clash into guard and
Falling into bottom staving 1 after top cover 5, now mud-water separation, agitating device makes mud wadding have mobility, and then mud is wadded a quilt with cotton from sludge out pipe 6
Discharge.
Supernatant water overflows in supernatant tank 2 from staving edge, then discharges from drain pipe 3, and the mud wadding in staving can be from row
Carry out discharging cleaning at dirty pipe 8.
One rapid precipitation overflow tower of the present invention, makes full use of, containing residual flocculant, the reaction of tail drain sludge is made it
Rapid precipitation, runs continuously and is automatically overflowed by clear water for uninterrupted 24 hours, discharges the clear water of about percent 95 and capable of circulation makes
With, make to be deposited in the mud below tower and be routed directly to belt filter press and squeeze, it is not necessary to add flocculant.
Claims (6)
1. a rapid precipitation overflow tower structure, including the staving of a upper opening, is fixed with bottom fixing frame bottom staving, its
Being characterised by, described staving has the drum head that a structure is tapered, at the bottom of described cone tank on connect have sludge out pipe, blow-off pipe and enter
Mud pipe, described sludge out pipe and blow-off pipe be evenly arranged at the bottom of cone tank, described in enter the mud inlet end of mud pipe and be positioned at described cone tank
, enter in the mud outlet end of mud pipe puts in described staving and exceed the layout at staving edge, described staving top at the end, described enter
Mud pipe mud outlet end be arranged over a guard and top cover；Described staving bottom centre position is additionally provided with an agitating device；One supernatant
Tank, described supernatant tank is around being arranged on outside the edge at described staving top, and the bottom of described tank is provided with drain pipe；
Described sludge out pipe and enter mud pipe and be many, and the quantity of described sludge out pipe be more than described in enter mud pipe quantity；
Described agitating device includes motor, and being connected by connecting shaft on the output shaft of motor has paddle, at the bottom of described cone tank
Center perforate, in described motor output shaft puts in cylinder together with paddle by described perforate and be positioned at the bottom of described staving
Portion.
A kind of rapid precipitation overflow tower structure the most according to claim 1, it is characterised in that described sludge out pipe is the six roots of sensation,
Described enter mud Guan Weisan root.
A kind of rapid precipitation overflow tower structure the most according to claim 2, it is characterised in that described each is entered mud Guan Jun
Fixed by the fixed mount being fixed on described inner wall of barrel.
A kind of rapid precipitation overflow tower structure the most according to claim 3, it is characterised in that described fixed mount is three friendships
The channel-section steel that fork is arranged.
A kind of rapid precipitation overflow tower structure the most according to claim 1, it is characterised in that described bottom fixing frame is equal
The even many channel-section steels being supported at the bottom of described cone tank.
A kind of rapid precipitation overflow tower structure the most according to claim 1, it is characterised in that described bottom fixing frame and institute
Welding cushion block it is provided with between stating at the bottom of cone tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310320418.6A CN103357203B (en) | 2013-07-29 | 2013-07-29 | A kind of rapid precipitation overflow tower structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310320418.6A CN103357203B (en) | 2013-07-29 | 2013-07-29 | A kind of rapid precipitation overflow tower structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103357203A CN103357203A (en) | 2013-10-23 |
| CN103357203B true CN103357203B (en) | 2016-09-28 |
Family
ID=49359973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310320418.6A Expired - Fee Related CN103357203B (en) | 2013-07-29 | 2013-07-29 | A kind of rapid precipitation overflow tower structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103357203B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110104745A (en) * | 2019-05-17 | 2019-08-09 | 叶文勇 | A kind of rapid precipitation wadding mud bucket |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000051613A (en) * | 1998-08-10 | 2000-02-22 | Tsurumi Mfg Co Ltd | Apparatus for granulating and dewatering suspension |
| CN201299991Y (en) * | 2008-11-11 | 2009-09-02 | 中国石油化工集团公司 | Flocculation-accelerating sludge-reflowing inclined pipe sedimentation tank of integrated machinery |
| CN201384871Y (en) * | 2009-01-21 | 2010-01-20 | 山东省环境保护科学研究设计院 | Whirl type reaction precipitator |
| JP2010017620A (en) * | 2008-07-09 | 2010-01-28 | Tech Corporation:Kk | High-speed coagulation sedimentation apparatus and polluted water purifying method |
| CN201997138U (en) * | 2011-01-27 | 2011-10-05 | 陈兰英 | High-efficiency settling tank |
| CN202490474U (en) * | 2012-01-16 | 2012-10-17 | 周凌云 | Coagulating sedimentation device |
| CN202682857U (en) * | 2012-04-28 | 2013-01-23 | 重庆紫光天化蛋氨酸有限责任公司 | Efficient thickening precipitator |
| CN203447831U (en) * | 2013-07-29 | 2014-02-26 | 江苏兴宇港建有限公司 | Structure of rapid settling overflow tower |
-
2013
- 2013-07-29 CN CN201310320418.6A patent/CN103357203B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000051613A (en) * | 1998-08-10 | 2000-02-22 | Tsurumi Mfg Co Ltd | Apparatus for granulating and dewatering suspension |
| JP2010017620A (en) * | 2008-07-09 | 2010-01-28 | Tech Corporation:Kk | High-speed coagulation sedimentation apparatus and polluted water purifying method |
| CN201299991Y (en) * | 2008-11-11 | 2009-09-02 | 中国石油化工集团公司 | Flocculation-accelerating sludge-reflowing inclined pipe sedimentation tank of integrated machinery |
| CN201384871Y (en) * | 2009-01-21 | 2010-01-20 | 山东省环境保护科学研究设计院 | Whirl type reaction precipitator |
| CN201997138U (en) * | 2011-01-27 | 2011-10-05 | 陈兰英 | High-efficiency settling tank |
| CN202490474U (en) * | 2012-01-16 | 2012-10-17 | 周凌云 | Coagulating sedimentation device |
| CN202682857U (en) * | 2012-04-28 | 2013-01-23 | 重庆紫光天化蛋氨酸有限责任公司 | Efficient thickening precipitator |
| CN203447831U (en) * | 2013-07-29 | 2014-02-26 | 江苏兴宇港建有限公司 | Structure of rapid settling overflow tower |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103357203A (en) | 2013-10-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202744417U (en) | Integrated oil removal device for oily waste water of kitchen garbage | |
| CN103357203B (en) | A kind of rapid precipitation overflow tower structure | |
| CN202829787U (en) | High-salinity high-concentration hot pickled mustard tuber organic wastewater treating system | |
| CN205868505U (en) | High -efficient animal corpse treatment dust pelletizing system | |
| CN205367982U (en) | Rural sewage treatment equipment | |
| CN203447831U (en) | Structure of rapid settling overflow tower | |
| CN202054685U (en) | DMF (dimethyl formamide) waste water pretreatment device | |
| CN204798934U (en) | Muddy water purification unit | |
| CN211570389U (en) | Low-temperature anaerobic treatment device for industrial wastewater | |
| RU195504U1 (en) | SOIL WATER AND SOIL CLEANER | |
| CN205740637U (en) | Domestic sewage processing system | |
| CN204417187U (en) | A kind of sewage treatment equipment | |
| CN203715412U (en) | Device for producing reclaimed water by water treatment | |
| CN209714502U (en) | A kind of wastewater filtering device for waste plastics recycling | |
| CN106088257A (en) | A kind of computer controls domestic household effluent recycle device | |
| CN107583315B (en) | Circulating water tank with self-cleaning function | |
| CN202297274U (en) | Device for treating suspended oil residue in sewage according to chemical method | |
| CN205133293U (en) | Emit into riverway water source purifier | |
| CN206188579U (en) | Normal water cyclic utilization equipment | |
| CN206152421U (en) | Down to continuous sand filter of STREAMING | |
| CN212640113U (en) | Sewage circulation is applied mechanically processing apparatus | |
| CN205292991U (en) | Boats and ships bathroom dashes just sewage treatment ware | |
| CN207891182U (en) | A kind of intermediate water reuse system | |
| CN202297267U (en) | Novel descaling, sterilizing and antiseptic valveless fine filter | |
| RU187843U1 (en) | Sedimentation tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20160928 Termination date: 20190729 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |