CN201614339U - Turbid water treatment device - Google Patents
Turbid water treatment device Download PDFInfo
- Publication number
- CN201614339U CN201614339U CN2009202785542U CN200920278554U CN201614339U CN 201614339 U CN201614339 U CN 201614339U CN 2009202785542 U CN2009202785542 U CN 2009202785542U CN 200920278554 U CN200920278554 U CN 200920278554U CN 201614339 U CN201614339 U CN 201614339U
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- Prior art keywords
- muddy water
- relief outlet
- flocculation
- feeding mouth
- flocculation agent
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Abstract
The utility model provides an improved turbid water treatment device. The device comprises a flocculating agent blending pool in which macro-molecule flocculating agents are dissolved and a flocculation and sedimentation tank. The flocculating agent blending pool comprises a blending agitator, a feeding hole and a discharging hole. The flocculation and sedimentation tank comprises a measuring and adjusting device, an agitator, an inflow hole of raw water filtered and treated by Class-I sand filtering materials and a discharge outlet. The dissolved flocculating agents and the raw water filtered by the Class-I sand filtering materials are jointly added into turbid water to improve the flocculation effect, save the consumption of the flocculating agent and reduce the treatment cost of the turbid water; and separated water can be reused. The improved turbid water treatment device has the treatment technology of sludge for construction as well as continuous treatment capacity and can continuously operate within 24 hours.
Description
Technical field:
The utility model relates to a kind of coacervation device, specifically relates to a kind of muddy water coacervation device.
Background technology:
For the mud that biologic treatment process is discharged carries out processed, generally in mud, add polymeric flocculant and condense, and then make it dehydration.In order to improve dehydration rate, add sometimes that inorganic flocculation is concentrated and the electric charge of mud, and then add Amphiphatic high polymer coagulant.
In mud, add flocculation agent and make mud-water separation need flocculation agent to be uniformly dispersed on the one hand, and need to stir.On the other hand for making mud-water separation, and need few as far as possible the stirring.
For overcoming above-mentioned defective, application number provides a kind of agglutination reaction device for 200380108770.8 application for a patent for invention, this device comprises outstanding muddy water handover pipe arrangement, be connected with the handover pipe arrangement and diameter ratio is transferred the little thin footpath pipe arrangement of pipe arrangement, be arranged on the handover pipe arrangement place flocculation agent e Foerderanlage of this thin footpath pipe arrangement or its upstream side, and the influx of water and spout, in the congealing reaction viscous flow temporarily portion of influx and described thin footpath pipe arrangement, this viscous flow portion influx is bigger than the sectional area of transferring pipe arrangement towards the flow path cross sectional area of at least a portion of spout direction.
Though above-mentioned patent application is at having proposed a kind of muddy water treatment unit in the muddy water agglomeration process, this technical scheme effect does not reach the effect of being expected yet.
Summary of the invention:
For overcoming above-mentioned defective, the utility model provides a kind of improved muddy water treatment unit.
The muddy water treatment unit that the utility model provides comprises flocculation agent preparing pool and flocculation sediment groove, and described flocculation agent preparing pool is provided with feeding mouth, discharge port and allotment agitator; Described flocculation sediment groove is provided with flocculation agent feeding mouth, former flow inlet, muddy water relief outlet and aggegation agitator; Described flocculation agent preparing pool and flocculation sediment groove pass through pipe connection, its improvement is: the flocculation sediment groove is provided with former water is carried out the treatment trough that sand one class filtering material is handled, described flocculation agent feeding mouth is provided with the input amount adjustment unit, and described input amount adjustment unit comprises first flow meter and first flow variable valve; Described muddy water relief outlet is provided with the discharge adjustment unit, described discharge adjustment unit comprises second under meter and second flow control valve, described input amount regulon and discharge regulon are by an independent main control unit control, described main control unit is adjusted the flocculation sediment time by adjusting input amount adjustment unit and discharge adjustment unit, makes device can handle outstanding turbid sewage in 24 hours continuously.
In the preferred muddy water treatment unit that the utility model provides, described flocculation sediment groove feeding mouth is arranged on flocculation sediment groove top, and the flocculation agent feeding mouth is provided with filter grid.
In the preferred muddy water treatment unit again that the utility model provides, described former flow inlet is located at flocculation sediment groove top.
In the 3rd preferred muddy water treatment unit that the utility model provides, described former flow inlet and flocculation agent feeding mouth are arranged side by side above the flocculation sediment groove; Former flow inlet and flocculation agent feeding mouth below are equipped with vortex board, and described vortex board has a tapered recess, and described tapered recess is over against former flow inlet and flocculation agent feeding mouth.
Muddy water treatment unit in the 4th preferred muddy water treatment unit that the utility model provides, described main control unit is connected with external indicating meter, input unit and communication interface.
In the 5th preferred muddy water treatment unit that the utility model provides, described muddy water relief outlet is provided with the shunt filtering device, and described shunt filtering device comprises throw out relief outlet and water relief outlet, and described water relief outlet is provided with screen plate,
In the 6th preferred muddy water treatment unit that the utility model provides, described shunt filtering device is inverted Y-shaped, and described throw out relief outlet and water relief outlet are falling below the Y upper end of falling Y, two ends for being connected described muddy water relief outlet.
In the most preferably muddy water treatment unit that the utility model provides, described shunt filtering device is " fore-telling " font, the upper end of described " fore-telling " font shunt filtering device connects the muddy water relief outlet, the lower end is the water relief outlet, side is the throw out relief outlet, and the filtering surface of described screen plate has certain gradient and filtering surface towards the throw out relief outlet.
The beneficial effects of the utility model: the main control unit control first flow variable valve of the application's muddy water treatment unit, the input amount of the second Flux Valve Control flocculation agent and the output of treatment agent muddy water, thereby adjust the former water and the amount of polymer coagulant and the treatment agent muddy water amount of eliminating that drop into the flocculation sediment groove, making it can continuous operation, the aggegation time can have been saved the workload of hand labor according to the free adjustment times such as capacity of flocculation agent input amount, muddy water output and groove; The vortex board design improves the dispersity of flocculation agent in former water; Flocculation sediment groove feeding mouth is arranged on flocculation sediment groove top and is provided with filter grid and makes flocculation agent and former water thorough mixing; The shunt filtering device further filters the muddy water of discharge, heightens the aggegation effect; And separate water and can be recycled, thereby save resource; Device of the present utility model has the sludge treatment technology of construction and 24 hours continuous processing poweies.
Description of drawings:
Fig. 1 the utility model one-piece construction synoptic diagram;
The flocculation agent feeding mouth of Fig. 2 the utility model flocculation sediment groove is provided with the synoptic diagram of grid;
Fig. 3 the utility model flocculation sediment groove is provided with the synoptic diagram of vortex board;
Fig. 4 the utility model shunt filtering device is the synoptic diagram of " Y " type that falls;
Fig. 5 the utility model shunt filtering device is the synoptic diagram of " fore-telling " shape.
Embodiment
Muddy water treatment unit of the present utility model as shown in Figure 1 comprises: flocculation agent preparing pool 1 and flocculation sediment groove 2, the flocculation agent preparing pool is provided with feeding mouth 3, discharge port 4 and allotment agitator 5, and flocculation sediment groove 2 is provided with flocculation agent feeding mouth 6, former flow inlet 7, muddy water relief outlet 8 and aggegation agitator 9; Flocculation agent preparing pool 1 and flocculation sediment groove 2 pass through pipe connection.Flocculation sediment groove 2 is provided with former water is carried out the treatment trough 10 that sand one class filtering material is handled, and flocculation agent feeding mouth 6 is provided with input amount adjustment unit 11, and input amount adjustment unit 11 comprises first flow meter and first flow variable valve; Muddy water relief outlet 8 is provided with discharge adjustment unit 12, discharge adjustment unit 12 comprises second under meter and second flow control valve, input amount regulon 11 and discharge regulon 12 are by independent main control unit 13 controls, and main control unit 13 is connected with external indicating meter 16, input unit 17 and communication interface 18.First flow meter, second under meter detect the inflow and outflow speed of flocculation agent influx and relief outlet, pass to main control unit 13, main control unit 13 control first flow variable valve, the input amount of the second Flux Valve Control flocculation agent and the output of treatment agent muddy water, thereby adjust the former water and the amount of polymer coagulant and the treatment agent muddy water amount of eliminating that drop into the flocculation sediment groove, making it can 24 hours continuous operation, and the aggegation time can be according to the free adjustment times such as capacity of flocculation agent input amount, muddy water output and groove.
As described in Figure 2, flocculation sediment groove flocculation agent feeding mouth 6 of the present utility model is arranged on flocculation sediment groove 2 top center positions, flocculation agent feeding mouth 6 is provided with filter grid 14, former flow inlet 7 also is located at flocculation groove top, flocculation agent feeding mouth 6 is other, make flocculation agent and former water thorough mixing, to improve the aggegation effect.
As shown in Figure 3, for the former flow inlet 7 and the flocculation agent feeding mouth 6 of the utility model muddy water treatment unit is arranged side by side in flocculation sediment groove 2 top center positions, below former flow inlet 7 and flocculation agent feeding mouth 6, vortex board 15 is installed, vortex board 15 has a tapered recess, tapered recess mixes former flow inlet 7 effusive former water and flocculation agent feeding mouth 6 effusive flocculation solution over against former flow inlet 7 and flocculation agent feeding mouth 6.
The muddy water relief outlet 8 of the utility model muddy water treatment unit is provided with shunt filtering device 19, shunt filtering device 19 comprises throw out relief outlet 20 and water relief outlet 21, water relief outlet 21 is provided with screen plate 22, by shunt filtering device 19 muddy water after the aggegation is further filtered, and improves the aggegation effect.As shown in Figure 4, shunt filtering device 19 is inverted Y-shaped, and throw out relief outlet 20 and water relief outlet 21 are falling two ends below the Y, and fall Y upper end is the described muddy water relief outlet 8 of connection; Shunt filtering device 19 is " fore-telling " font as shown in Figure 5, the upper end of " fore-telling " font shunt filtering device 19 connects muddy water relief outlet 8, the lower end is a water relief outlet 21, and side is a throw out relief outlet 20, and the filtering surface 22 of screen plate has certain gradient and filtering surface towards throw out relief outlet 20.The water that separated can be recycled.
[0025] uses through reality, adopt sustainable 24 hours continuous operation of device of present techniques scheme.
Claims (8)
1. outstanding muddy water treatment unit, described device comprises flocculation agent preparing pool (1) and flocculation sediment groove (2), described flocculation agent preparing pool (1) is provided with feeding mouth (3), discharge port (4) and allotment agitator (5), and described flocculation sediment groove (2) is provided with flocculation agent feeding mouth (6), former flow inlet (7), muddy water relief outlet (8) and aggegation agitator (9); Described flocculation agent preparing pool (1) and flocculation sediment groove (2) pass through pipe connection, it is characterized in that: flocculation sediment groove (2) is provided with former water is carried out the filtration treatment groove (10) that sand one class filtering material is handled, described flocculation agent feeding mouth (6) is provided with input amount adjustment unit (11), and described input amount adjustment unit (11) comprises first flow meter and first flow variable valve; Described muddy water relief outlet (8) is provided with discharge adjustment unit (12), described discharge adjustment unit (12) comprises second under meter and second flow control valve, described input amount regulon (11) and discharge regulon (12) are by independent main control unit (a 13) control, described main control unit (13) is adjusted the flocculation sediment time by adjusting input amount adjustment unit (11) and discharge adjustment unit (12), makes device can handle outstanding turbid sewage in 24 hours continuously.
2. a kind of muddy water treatment unit as claimed in claim 1 is characterized in that: described flocculation agent feeding mouth (6) is arranged on flocculation sediment groove (2) top, and flocculation agent feeding mouth (6) is provided with filter grid (14).
3. a kind of muddy water treatment unit as claimed in claim 1 is characterized in that: described former flow inlet (7) is located at flocculation sediment groove (2) top.
4. a kind of muddy water treatment unit as claimed in claim 1 is characterized in that: described former flow inlet (7) and flocculation agent feeding mouth (6) are arranged side by side in flocculation sediment groove (2) top; Former water feeding mouth (7) and flocculation agent feeding mouth (6) below are equipped with vortex board (15), and described vortex board (15) has a tapered recess, and described tapered recess is over against former water feeding mouth (7) and flocculation agent feeding mouth (6).
5. a kind of muddy water treatment unit as claimed in claim 1 is characterized in that: described main control unit (13) is connected with external indicating meter (16), input unit (17) and communication interface (18).
6. a kind of muddy water treatment unit as claimed in claim 1, it is characterized in that: described muddy water relief outlet (8) is provided with shunt filtering device (19), described shunt filtering device (19) comprises throw out relief outlet (20) and water relief outlet (21), and described water relief outlet (21) is provided with screen plate (22).
7. a kind of muddy water treatment unit as claimed in claim 6, it is characterized in that: described shunt filtering device (19) is for inverted Y-shaped, described throw out relief outlet (20) and water relief outlet (21) are falling two ends below the Y, and fall Y upper end is a connection described muddy water relief outlet (8).
8. a kind of muddy water treatment unit as claimed in claim 7, it is characterized in that: described shunt filtering device (19) is " fore-telling " font, the upper end of described " fore-telling " font shunt filtering device connects muddy water relief outlet (8), the lower end is water relief outlet (21), side is throw out relief outlet (20), and the filtering surface of described screen plate (22) has certain gradient and filtering surface towards throw out relief outlet (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202785542U CN201614339U (en) | 2009-06-10 | 2009-11-10 | Turbid water treatment device |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920158686 | 2009-06-10 | ||
| CN200920158686.1 | 2009-06-10 | ||
| CN2009202785542U CN201614339U (en) | 2009-06-10 | 2009-11-10 | Turbid water treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614339U true CN201614339U (en) | 2010-10-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202785542U Expired - Fee Related CN201614339U (en) | 2009-06-10 | 2009-11-10 | Turbid water treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614339U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102120662A (en) * | 2011-01-07 | 2011-07-13 | 张宪宗 | Detachable and mobile universal sewage treater |
| CN102974166A (en) * | 2012-11-26 | 2013-03-20 | 安徽长青电子机械（集团）有限公司 | Wastewater sedimentation filtering equipment |
| CN104326538A (en) * | 2014-10-20 | 2015-02-04 | 苏州富奇诺水治理设备有限公司 | Equipment for pretreating industrial water |
| CN104761098A (en) * | 2015-03-13 | 2015-07-08 | 徐州汉升节能环保科技有限公司 | Public toilet small-size wastewater treatment recycle utilization system |
| CN107601590A (en) * | 2017-10-12 | 2018-01-19 | 孙斌 | A kind of sewage disposal servicing unit |
-
2009
- 2009-11-10 CN CN2009202785542U patent/CN201614339U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102120662A (en) * | 2011-01-07 | 2011-07-13 | 张宪宗 | Detachable and mobile universal sewage treater |
| CN102974166A (en) * | 2012-11-26 | 2013-03-20 | 安徽长青电子机械（集团）有限公司 | Wastewater sedimentation filtering equipment |
| CN104326538A (en) * | 2014-10-20 | 2015-02-04 | 苏州富奇诺水治理设备有限公司 | Equipment for pretreating industrial water |
| CN104761098A (en) * | 2015-03-13 | 2015-07-08 | 徐州汉升节能环保科技有限公司 | Public toilet small-size wastewater treatment recycle utilization system |
| CN107601590A (en) * | 2017-10-12 | 2018-01-19 | 孙斌 | A kind of sewage disposal servicing unit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: LIU QUANMOU SAKAI HIDEO ANTAR YOSHIKAZU Effective date: 20130703 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130703 Address after: Fukushima Prefecture, Fukushima Prefecture, Japan, 1, 79-1 Patentee after: Sakoda Shigetoshi Patentee after: Liu Quanmou Patentee after: Sakai Hideo Patentee after: Anda justice Address before: New palace, Wakayama Prefecture, Japan Patentee before: Sakoda Shigetoshi |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101027 Termination date: 20161110 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |