WO2018076150A1 - Dispositif de floculation en tuyau-réservoir à haut rendement - Google Patents
Dispositif de floculation en tuyau-réservoir à haut rendement Download PDFInfo
- Publication number
- WO2018076150A1 WO2018076150A1 PCT/CN2016/103144 CN2016103144W WO2018076150A1 WO 2018076150 A1 WO2018076150 A1 WO 2018076150A1 CN 2016103144 W CN2016103144 W CN 2016103144W WO 2018076150 A1 WO2018076150 A1 WO 2018076150A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- static
- tank
- box
- pipe
- coagulator
- Prior art date
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/14—Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F33/00—Other mixers; Mixing plants; Combinations of mixers
- B01F33/80—Mixing plants; Combinations of mixers
Definitions
- the present invention relates to a solid-liquid separation device.
- a flocculation mixing tank or some pipe mixers are added at the front end of the dewatering machine.
- the existing common pipe mixer transports the steel pipe of the sludge into a round pipe structure, and a through hole is opened from the side wall of the pipe, and the stirrer is vertically inserted for stirring, because the stirring shaft of the agitator and the central axis of the round pipe are perpendicular to each other, stirring
- the stirring blade of the device is difficult to fit with the arc-shaped tube wall, and the dead zone of the dead zone is unavoidable.
- the stirring force of the dead zone of the dead zone is insufficient or uneven, resulting in unsatisfactory instability of the flocculation effect.
- the material mixed through the pipeline is basically passed through a long pipe or a stirred tank to prolong the flocculation time to form a better floc.
- the existing solid-liquid separation equipment has the following problems:
- the technical problem to be solved by the invention is to provide a high-efficiency tube box coagulator with high flocculation efficiency, large processing capacity, good flocculation effect, compact structure and small space occupation.
- the present invention is achieved by a high efficiency tube box coagulator comprising a pipe coagulator and a static coagulation tank connected to the rear end of the pipe coagulator and to the pipe coagulator
- the discharge is used for buffering flocculation (Note: “Flocculation” refers to the action or process of agglomerating flocs. In addition, “flocculation” in the following refers to the state in which the flocs are agglomerated).
- the high efficiency tube box agitator of the present invention further comprises an adjustment box connected to the rear end of the static coagulation tank, and the flocculation flocculation is performed on the discharge of the static concrete tank.
- the static concrete mixing tank is provided with a dropping port and an overflow port
- the static concrete mixing box is provided with a bypass deflector, and the winding deflector forms a roundabout between the falling port and the overflow port. Coagulation channel.
- bypass deflector is horizontally disposed or inclined, and the drop opening is located at the top of the static concrete tank, and the overflow port is located at the bottom of the static concrete tank.
- the lower end of the adjusting box communicates with the overflow port of the static concrete mixing box, the upper end is closed by a sealing cover, and at least one discharging port for connecting the dewatering device is opened adjacent to the side wall of the sealing cover
- the adjusting box is further provided with a pressure gauge for detecting the pressure in the adjusting tank, the internal pressure of the adjusting box is passed through a feed pump connected to the front end of the pipeline condenser and/or connected to the adjusting box The dehydration device at the end is controlled.
- the adjusting box or the static mixing box is further provided with a sampling port or a transparent observation window, and the sampling port is provided with a valve.
- a bottom of the static concrete tank or a bottom of the adjusting box is provided with a sewage outlet.
- the pipeline condenser is disposed above the static concrete tank, and the adjustment tank is erected on one side of the pipeline condenser and the static concrete tank.
- the pipeline mixer comprises a feed pipe, a stirring pipe, a discharge pipe and a stirrer, wherein the feed pipe, the stirring pipe and the discharge pipe are connected in sequence;
- the stirring pipe is a round pipe and both ends are a blind end
- the agitator includes a driving motor, a stirring blade and a central shaft, the central shaft is connected to the driving motor at one end, and the stirring blade is connected to the other end; the axial length of the stirring blade satisfies the stirring blade can be just accommodated in the stirring Inside the tube.
- one end of the stirring tube is further provided with a dosing chamber
- the driving motor is connected to the outer end of the dosing chamber
- the central axis of the agitator is a hollow shaft
- the upper portion of the central axis is located in the dosing chamber.
- the lower stage is located in the stirring tube and is connected to the stirring blade.
- the side wall of the medicine adding chamber is provided with a medicine filling hole connecting the medicine adding chamber.
- the upper part of the central shaft is provided with an axial medicine inlet and the lower part is provided with a medicine injection port.
- a dosing hole is provided on the feed pipe of the pipeline mixer or at the front end of the feed pipe.
- the feed pipe is disposed above the static concrete tank and passes through a inclined channel A feed port is connected, and the feed port is disposed on the static concrete tank, and the inclined channel is disposed in the static concrete tank.
- the reasonable structure of the pipeline coagulator, static concrete tank and adjusting box makes the flocculation process more stable, safe, long service life and reduces the amount of flocculant used.
- the adjustment box can automatically control the pressure through the pressure gauge and the pressure regulating pump. , smart and convenient;
- the mixing space of the pipeline coagulator is small, the resistance during the mixing process is small, energy saving;
- FIG. 1 is a front view overall structural view of a high efficiency tube box agitator of the present invention.
- FIG. 2 is a rear view overall structural view of the high efficiency tube box agitator of the present invention.
- FIG 3 is a side view overall structural view of the high efficiency tube box agitator of the present invention.
- FIG. 4 is a schematic plan view showing the overall structure of the high efficiency tube box coagulator of the present invention.
- Fig. 5 is a schematic view showing the structure of an embodiment of a pipe condenser according to the present invention.
- Figure 5a is a schematic view showing the structure of another embodiment of the pipe coagulator of the present invention.
- the high efficiency tube box coagulator of the present invention comprises a pipe coagulator 1 and a static coagulating tank 2, as a preferred embodiment of the present invention, the high efficiency tube box coagulation
- the apparatus further includes an adjustment tank 3 connected to the rear end of the pipeline condenser 1 and buffering the discharge of the pipeline mixer 1 .
- the adjusting box 3 is connected to the rear end of the static concrete mixing tank 2, and the discharging of the static concrete mixing tank 2 is regulated and floated.
- the static concrete tank 2 is provided with a dropping port 21 and an overflow port 22, and the static concrete tank 2 is provided with a bypass deflector 23, and the bypass deflector 23 is at the dropping port 21 and the overflow port. 22 roundabout Coagulation channel 24.
- the bypass deflector is horizontally disposed or inclined to provide a better cushioning effect, and the drop opening is located at the top of the static concrete tank 2, and the overflow port 22 is located at the bottom of the static concrete tank 2. Thereby, the material discharged from the pipe condenser 1 can pass through the bypassing coagulation passage 24 by gravity.
- the lower end of the adjusting box 3 communicates with the overflow port 22 of the static concrete mixing box 2, the upper end is closed by a sealing cover 31, and at least one side for opening the dewatering device is opened adjacent to the side wall of the sealing cover 31 (not
- the discharge port 32 of the figure) is further provided with a pressure gauge 33 for detecting the pressure in the adjustment tank 3, and the internal pressure of the adjustment tank 3 may be connected to the pipeline condenser 1
- a feed pump (not shown) at the front end and/or a dewatering device (not shown) connected to the rear end of the adjustment tank is controlled (note: “front end” here means that the front end is independent of the feed pump, Similarly, the "rear end” refers to the rear end of the adjustment box, for example, the rotation speed of the feed pump can be adjusted, or the rotation speed of the dewatering device can be adjusted, or the rotation speed of both can be adjusted in conjunction with each other to affect the adjustment box 3
- the adjusting box 3 or the static mixing tank 2 is further provided with a sampling port A or a transparent observation window (not shown) for sampling detection or direct observation of flocculation in the tank, and a valve is arranged on the sampling port A. (not shown), wherein the material in any position in the adjustment tank 3 or the static concrete tank 2 can be taken as a sample through the sampling port A.
- a bottom of the static concrete tank 2 or the bottom of the adjusting box 3 is provided with a drain B for discharging.
- the pipeline condenser 1 is disposed above the static concrete tank 2, and the adjustment box 3 is erected on one side of the static concrete tank 2, so that the space can be greatly saved, but if the space is Larger, it may not be limited to such an arrangement. From the embodiment shown in the figure, the adjustment box 3 and the static concrete mixing box 2 are integrally provided, which not only can largely save floor space, but also greatly saves manufacturing. cost.
- the pipeline condenser 1 includes a feed pipe 11, a stirring pipe 12, a discharge pipe 13, and a stirrer 14, and the feed pipe 11, the stirring pipe 12, and the discharge pipe 13 are sequentially connected;
- the agitating tube 12 is a round tube and the ends are blind ends.
- the agitator 14 includes a driving motor 141, a stirring blade 142 and a central shaft 143.
- the central shaft 143 is connected to the driving motor 141 at one end and connected to the other end.
- the mixing blade 142 has an axial length that satisfies the agitating blade 142 so as to be properly accommodated in the agitating tube 142.
- the stirring range of the stirring blade 142 is substantially matched with the inner surface of the stirring tube 12, so that the stirring is relatively closed and The narrow cavity is carried out so that there is no dead zone dead angle, which makes the stirring more stable and uniform.
- One end of the stirring tube 11 is further provided with a dosing chamber 15, the driving motor 141 is connected to the outer end of the dosing chamber 15, the central axis 143 of the agitator 14 is a hollow shaft, and the upper portion of the central axis 143 is located at the outer end of the dosing chamber
- the dosing chamber 15 is located in the mixing tube 12 and is connected to the stirring blade 142.
- the side wall of the dosing chamber 15 is provided with a dosing hole 16 communicating with the dosing chamber 15, and the upper portion of the central shaft 143 is provided.
- the medicine When the medicine enters the dosing chamber 15 from the filling hole 16, it enters the center shaft 143 through the axial medicine inlet 151, and is then ejected from the medicine ejection opening 152, which is axially elongated.
- the length can be close to the length of the agitator 14, which introduces the flocculant into the hollow central shaft 143, and then sprays the dosing from the central shaft 143 to make the flocculating agent more uniform and to make the agitation more uniform.
- the setting of the dosing hole 16 is not limited to the above manner, and the dosing hole 16 may be provided on the feeding tube 11 of the pipe coagulator 1 or at the front end of the feeding pipe 11 ( Note:
- the "front end” means that it is disposed independently of the front end of the feed pipe 11, that is, somewhere before entering the feed pipe 11, and although the effect is not as good as the above, the dosing purpose can still be achieved.
- the feed pipe 11 is disposed above the static concrete tank 2, and is connected to a feed port 114 through an inclined passage 112, and the feed port 114 is disposed on the static concrete tank 2, the inclined channel 112 is disposed in the static coagulation tank 2.
- the working principle of the invention the material to be flocculated is pumped into the feeding pipe 11 from the feeding port through the feeding pump at the front end of the pipeline coagulator, and after being fully stirred by the stirring pipe 12, a relatively strong floc is formed.
- the ball is dropped into the static coagulation tank 2 through the discharge pipe 13 and buffered by the bypass coagulation passage 24 to further form a larger floc, and then enters the adjustment box 3 through the overflow port 22, from bottom to top. Advancing until the discharge port 32 further enhances the flocculation effect.
- the pressure in the adjustment box 3 can be controlled, and the pressure in the coagulator can be sensed according to the pressure gauge 33, and the rotation speed of the feed pump can be adjusted to control the amount of the mud.
- the pressure inside the condenser and also The dosage is adjusted according to the amount of mud, and automatic control is realized.
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Abstract
La présente invention concerne un dispositif de floculation en tuyau-réservoir à haut rendement, comprenant un floculateur tubulaire (1) et un réservoir de floculation statique (2) ; le réservoir de floculation statique (2) est relié à une extrémité arrière du floculateur tubulaire (1), met en tampon et fait floculer le matériau évacué à partir du floculateur tubulaire (1). L'invention concerne également un réservoir de régulation (3), qui est relié à une extrémité arrière du réservoir de floculation statique (2) et qui régule la pression pour le matériau évacué du réservoir de floculation statique (2) afin de faire flotter le floculus. Le dispositif de floculation réalise un premier mode de floculation "dynamique puis statique" par un premier mélange intime au moyen du floculateur tubulaire (1), qui est suivi par une mise en tampon au moyen du réservoir de floculation statique (2), ce qui permet d'obtenir une efficacité de floculation élevée et une meilleure performance de floculation, de réduire la teneur en eau et d'augmenter le taux de récupération des matières solides tout en ayant une grande capacité de manipulation, et en étant approprié pour une large gamme de concentrations. La structure bien conçue du floculateur tubulaire (1), du réservoir de floculation statique (2) et du réservoir de régulation (3) assure un processus de floculation plus stable et sûr, permet une longue durée de vie, et réduit la quantité d'agents de floculation utilisée.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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PCT/CN2016/103144 WO2018076150A1 (fr) | 2016-10-25 | 2016-10-25 | Dispositif de floculation en tuyau-réservoir à haut rendement |
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PCT/CN2016/103144 WO2018076150A1 (fr) | 2016-10-25 | 2016-10-25 | Dispositif de floculation en tuyau-réservoir à haut rendement |
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WO2018076150A1 true WO2018076150A1 (fr) | 2018-05-03 |
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PCT/CN2016/103144 WO2018076150A1 (fr) | 2016-10-25 | 2016-10-25 | Dispositif de floculation en tuyau-réservoir à haut rendement |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108358364A (zh) * | 2018-05-18 | 2018-08-03 | 南昌航空大学 | 一种用于河道治理的水体净化搅拌装置 |
CN112479434A (zh) * | 2020-12-07 | 2021-03-12 | 安徽华铂再生资源科技有限公司 | 一种铅蓄电池废水环保处理设备及其处理方法 |
CN114405428A (zh) * | 2022-01-19 | 2022-04-29 | 湖南德邦生物科技有限公司 | 一种壳寡糖螯合亚铁制备方法及装置 |
Citations (6)
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DE2429393A1 (de) * | 1974-06-19 | 1976-01-02 | Wallace & Tiernan Gmbh | Vorrichtung zum loesenden aufbereiten von flockungshilfsmitteln |
EP1920822A2 (fr) * | 2006-11-10 | 2008-05-14 | Lico S.P.A. | Dispositif et procédé destinés au mélange et au dégazage continus de substances solides et/ou liquides |
CN101823785A (zh) * | 2010-05-07 | 2010-09-08 | 江苏思诺环保机械科技有限公司 | 一种污泥絮凝反应器 |
CN204058040U (zh) * | 2014-09-17 | 2014-12-31 | 诸城市宏利圣得环境科技有限公司 | 高效混合除砂装置 |
CN106277713A (zh) * | 2016-10-21 | 2017-01-04 | 吴云萍 | 一种高效管箱混凝器 |
CN206008112U (zh) * | 2016-08-31 | 2017-03-15 | 云南弘祥化工有限公司 | 一种用于浓密机进料前的缓冲加药装置 |
-
2016
- 2016-10-25 WO PCT/CN2016/103144 patent/WO2018076150A1/fr active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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DE2429393A1 (de) * | 1974-06-19 | 1976-01-02 | Wallace & Tiernan Gmbh | Vorrichtung zum loesenden aufbereiten von flockungshilfsmitteln |
EP1920822A2 (fr) * | 2006-11-10 | 2008-05-14 | Lico S.P.A. | Dispositif et procédé destinés au mélange et au dégazage continus de substances solides et/ou liquides |
CN101823785A (zh) * | 2010-05-07 | 2010-09-08 | 江苏思诺环保机械科技有限公司 | 一种污泥絮凝反应器 |
CN204058040U (zh) * | 2014-09-17 | 2014-12-31 | 诸城市宏利圣得环境科技有限公司 | 高效混合除砂装置 |
CN206008112U (zh) * | 2016-08-31 | 2017-03-15 | 云南弘祥化工有限公司 | 一种用于浓密机进料前的缓冲加药装置 |
CN106277713A (zh) * | 2016-10-21 | 2017-01-04 | 吴云萍 | 一种高效管箱混凝器 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108358364A (zh) * | 2018-05-18 | 2018-08-03 | 南昌航空大学 | 一种用于河道治理的水体净化搅拌装置 |
CN108358364B (zh) * | 2018-05-18 | 2023-04-25 | 南昌航空大学 | 一种用于河道治理的水体净化搅拌装置 |
CN112479434A (zh) * | 2020-12-07 | 2021-03-12 | 安徽华铂再生资源科技有限公司 | 一种铅蓄电池废水环保处理设备及其处理方法 |
CN114405428A (zh) * | 2022-01-19 | 2022-04-29 | 湖南德邦生物科技有限公司 | 一种壳寡糖螯合亚铁制备方法及装置 |
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