CN217103203U - Overflow disperse dye dyeing wastewater cyclic utilization flocculation tower - Google Patents
Overflow disperse dye dyeing wastewater cyclic utilization flocculation tower Download PDFInfo
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- CN217103203U CN217103203U CN202220216651.4U CN202220216651U CN217103203U CN 217103203 U CN217103203 U CN 217103203U CN 202220216651 U CN202220216651 U CN 202220216651U CN 217103203 U CN217103203 U CN 217103203U
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Abstract
The utility model provides an overflow disperse dye dyeing wastewater cyclic utilization flocculation tower, which relates to the technical field of sewage treatment, and comprises a tower body, wherein the inside of the tower body is divided into a stirring cavity and a standing cavity, a communicating valve is arranged between the stirring cavity and the standing cavity, a stirring assembly is arranged in the stirring cavity, a stirring assembly is arranged in the standing cavity, a sewage inlet pipe and a medicine inlet pipe are arranged at the top end of the tower body, a medicine box is fixedly arranged at one end of the medicine inlet pipe, and a feeding mechanism for controlling the equal proportion of the liquid in the sewage inlet pipe and the medicine inlet pipe to enter the tower body is arranged between the sewage inlet pipe and the medicine inlet pipe; when sewage enters the tower body through the sewage inlet pipe, a flocculating agent is put into the tower body according to a certain proportion under the action of the feeding mechanism, so that the input amount of the flocculating agent is automatically changed according to the sewage amount, and then the stirring assembly is started to stir the mixed liquid in the stirring cavity.
Description
Technical Field
The utility model relates to a sewage treatment technical field specifically is an overflow disperse dye dyeing waste water cyclic utilization flocculation tower.
Background
Disperse dye wastewater is one of the industrial organic wastewater which is difficult to treat, wherein a large amount of dye intermediates and unrecovered dyes are contained, and 2% of products are lost with wastewater every 1t of dye is produced. The disperse dye wastewater has high organic matter concentration, high chroma and strong toxicity. The biological method for treating the dye wastewater has been used for many years, but the conventional method is difficult to deeply treat, and the economic and effective treatment technology for the wastewater is still lacked to realize the standard discharge at present. Therefore, a sewage treatment process by referring to mineral separation production is thought, wherein the purification of mineral separation sewage by using a high-efficiency neutral flocculant is one of the new mineral separation sewage purification treatment process methods in recent years, the process method adds a flocculant into the sewage according to a set value in the sewage treatment process, and the high-efficiency neutral flocculant is a wastewater purification treatment agent which is well popularized and used in recent years. Its advantages are high cleaning effect, no secondary pollution, high speed and high effect.
However, in order to fully utilize the purifying effect of the high-efficiency neutral flocculant, the requirement of floc growth after the flocculant is contacted with impurities in water needs to be met as much as possible, the flocculant needs to be added according to a certain proportion when sewage is treated every time, and when the water amount treated every time is different, the amount of the flocculant is inconvenient to control, so that the sewage treatment effect is not ideal.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an overflow disperse dyes dyeing waste water cyclic utilization flocculation tower aims at solving when the water yield of using flocculation device to handle at every turn among the prior art is different, and the amount of inconvenient control input flocculating agent leads to the unsatisfactory problem of sewage treatment effect.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the flocculation tower for recycling the overflow disperse dye dyeing wastewater comprises a tower body, wherein the inside of the tower body is divided into a stirring cavity and a standing cavity, a communicating valve is arranged between the stirring cavity and the standing cavity, a stirring component is arranged in the stirring cavity, a toggle assembly is arranged in the standing cavity, a sewage inlet pipe and a medicine inlet pipe are arranged at the top end of the tower body, a medicament box is fixedly arranged at one end of the medicament inlet pipe, a feeding mechanism for controlling the fluids in the sewage inlet pipe and the medicament inlet pipe to enter the tower body in equal proportion is arranged between the sewage inlet pipe and the medicament inlet pipe, the top end of the stirring cavity is provided with a ventilation pipe, the standing cavity is internally provided with a drain pipe, one end of the drain pipe extending out of the tower body is provided with a drain valve, the sewage discharge valve is installed to the bottom in chamber of stewing, the breather pipe that is used for making the chamber of stewing and external intercommunication is installed at the top in chamber of stewing.
In order to make the utility model discloses have the function of flash mixed sewage and flocculating agent, the utility model discloses a further technical scheme does, the stirring subassembly includes the (mixing) shaft of being connected with the tower body rotation, install stirring vane on the (mixing) shaft, install on the tower body and be used for driving the rotatory first driver part of (mixing) shaft.
The utility model discloses a further technical scheme does, first drive component is high-speed motor.
In order to make the utility model discloses have the effect of constantly merging little flocculating constituent through slow soft secondary stirring, the utility model discloses a further technical scheme does, stir the subassembly and include that the rib stirs that layer circumference array set up, stir the equal fixedly connected with connecting block in both ends of rib, two the connecting block all rotates through pivot and tower body to be connected, the second driver part that is used for driving one of them pivot rotation is installed to one side of tower body.
The utility model discloses a further technical scheme does, the second driver part is the low-speed motor.
In order to make the utility model discloses have the control and advance sewage pipe and advance the intraductal fluid equal proportion of pencil and enter the internal effect of tower, the utility model discloses a further technical scheme does, throw material mechanism including setting up the impeller in advancing sewage, still including setting up the connection casing and rotating the sheave of connecting in the connection casing between pencil and medicament case, the play medicine mouth of medicament case sets up the eccentric department at the sheave, the medicine mouth that advances of pencil sets up at the eccentric department of sheave and staggers with the play medicine mouth of medicament case, one side fixedly connected with connecting axle of impeller, the other end of connecting axle extend to in the connection casing and with sheave fixed connection.
The beneficial effects of the utility model are that:
the utility model discloses during the use, when sewage gets into the tower body through advancing the sewage pipe, make the flocculating agent drop into the tower body according to certain proportion under the effect of throwing material mechanism, thereby the volume that makes the flocculating agent drop into changes according to sewage volume is automatic, then start the stirring subassembly and stir the mixing liquid of stirring intracavity, open the intercommunication valve behind the intensive mixing and make the mixing liquid get into the intracavity that stews, the stirring subassembly of the intracavity that stews slowly stirs the mixing liquid, thereby constantly concurrently little flocculating constituent big flocculating constituent, clarified liquid passes through the drain pipe discharge at last, the sewage of a large amount of flocculating constituents passes through the blowdown valve discharge in addition, consequently can conveniently handle sewage.
Drawings
Fig. 1 is a cross-sectional view of an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a sheave according to an embodiment of the present invention.
In the figure: 1. a stirring chamber; 2. a standing cavity; 3. a sewage pipe; 4. a medicine inlet pipe; 5. a kit; 6. a stirring blade; 7. shifting the ribs; 8. a first drive member; 9. a second drive member; 10. a drain pipe; 11. a vane wheel; 12. a grooved wheel; 13. and (7) connecting the shafts.
Detailed Description
The following description will further describe embodiments of the present invention with reference to the accompanying drawings.
As shown in fig. 1-2, a flocculation tower for recycling dyeing wastewater of overflow disperse dyes comprises a tower body, wherein the inside of the tower body is divided into a stirring chamber 1 and a standing chamber 2, a communicating valve is installed between the stirring chamber 1 and the standing chamber 2, a stirring assembly is arranged in the stirring chamber 1, a stirring assembly is arranged in the standing chamber 2, a sewage inlet pipe 3 and a chemical inlet pipe 4 are installed at the top end of the tower body, a chemical tank 5 is fixedly installed at one end of the chemical inlet pipe 4, a feeding mechanism for controlling the equal proportion of the fluid in the sewage inlet pipe 3 and the fluid in the chemical inlet pipe 4 to enter the tower body is installed between the sewage inlet pipe 3 and the chemical inlet pipe 4, a ventilation pipe is arranged at the top end of the stirring chamber 1, a drain pipe 10 is arranged in the standing chamber 2, a drain valve is installed at one end of the drain pipe 10 extending out of the tower body, and a drain valve is installed at the bottom of the standing chamber 2, and a vent pipe used for communicating the standing cavity 2 with the outside is arranged at the top of the standing cavity 2.
In this embodiment, when sewage gets into the tower body through advancing sewage pipe 3, make the flocculating agent drop into the tower body according to certain proportion under the effect of throwing the material mechanism, thereby the volume that makes the flocculating agent drop into changes according to sewage volume is automatic, then start the stirring subassembly and stir the mixed liquid in stirring chamber 1, open the intercommunication valve behind the intensive mixing and make the mixed liquid get into and stew in the chamber 2, the subassembly of stirring in the chamber 2 of stewing slowly stirs the mixed liquid, thereby constantly combine little flocculating constituent big flocculating constituent, clarified liquid passes through drain pipe 10 and discharges at last, the sewage of a large amount of flocculating constituents passes through the blowdown valve discharge in addition, consequently can conveniently handle sewage.
Specifically, the stirring subassembly includes the (mixing) shaft of being connected with the tower body rotation, install stirring vane 6 on the (mixing) shaft, install on the tower body and be used for driving the rotatory first driver part 8 of (mixing) shaft.
Preferably, the first drive member 8 is a high speed motor.
It is specific, stir subassembly includes stir rib 7 that layer circumference array set up, stir the equal fixedly connected with connecting block in both ends of rib 7, two the connecting block all rotates through pivot and tower body to be connected, one side of tower body is installed and is used for driving the rotatory second driver part 9 of one of them pivot, starts second driver part 9 and makes the pivot area stir rib 7 slow motion to make the little flocculating constituent in the sewage merge each other, thereby make the flocculate constantly grow, the flocculate after growing up, make the pollution source granule of aquatic adsorb on the flocculate with water separation.
Preferably, the second drive member 9 is a low speed motor.
Specifically, the feeding mechanism comprises a vane wheel 11 arranged in the sewage inlet pipe 3, a connecting shell arranged between the medicine inlet pipe 4 and the medicine box 5 and a grooved wheel 12 rotatably connected in the connecting shell, a medicine outlet of the medicine box 5 is arranged at the eccentric position of the grooved wheel 12, the medicine inlet of the medicine inlet pipe 4 is arranged at the eccentric position of the grooved wheel 12 and staggered with the medicine outlet of the medicine box 5, one side of the vane wheel 11 is fixedly connected with a connecting shaft 13, the other end of the connecting shaft 13 extends into the connecting shell and is fixedly connected with the grooved wheel 12, when sewage passes through the vane wheel 11, the vane wheel 11 rotates, so that the vane wheel 11 drives the grooved wheel 12 to rotate, the grooved wheel 12 rotates, so that the medicine in the groove enters the medicine inlet pipe 4, a flocculating agent can be fed according to a certain proportion, and the excessive or insufficient flocculating agent feeding amount is avoided.
In the description of the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides an overflow disperse dye dyeing waste water cyclic utilization flocculation tower, its characterized in that, includes the tower body, the inside of tower body divide into stirring chamber (1) and the chamber (2) of stewing, install the intercommunication valve between stirring chamber (1) and the chamber (2) of stewing, be provided with the stirring subassembly in stirring chamber (1), it stirs the subassembly to be provided with in the chamber (2) of stewing, sewage pipe (3) and medicine inlet pipe (4) are installed to the top of tower body, the one end fixed mounting of medicine inlet pipe (4) has medicament case (5), install between sewage pipe (3) and medicine inlet pipe (4) and be used for controlling sewage pipe (3) and the medicine inlet pipe (4) interior fluid of flowing into the tower body of equal proportion and throw the material mechanism, stirring chamber (1) top is provided with, it is provided with drain pipe (10) in the chamber (2) to stew, drain valve is installed to the one end that drain pipe (10) extended the tower body, the sewage draining valve is installed at the bottom of the standing cavity (2), and the vent pipe used for enabling the standing cavity (2) to be communicated with the outside is installed at the top of the standing cavity (2).
2. The overflow disperse dye dyeing wastewater recycling flocculation tower of claim 1, wherein the stirring assembly comprises a stirring shaft rotatably connected with a tower body, the stirring shaft is provided with stirring blades (6), and the tower body is provided with a first driving part (8) for driving the stirring shaft to rotate.
3. The overflow disperse dye dyeing wastewater recycling flocculation tower of claim 2, wherein the first drive component (8) is a high speed motor.
4. The overflow disperse dye dyeing wastewater recycling flocculation tower of claim 1, wherein the stirring assembly comprises stirring ribs (7) arranged in a layer circumference array, both ends of the stirring ribs (7) are fixedly connected with connecting blocks, both connecting blocks are rotatably connected with the tower body through rotating shafts, and a second driving part (9) for driving one of the rotating shafts to rotate is installed on one side of the tower body.
5. The overflow disperse dye dyeing wastewater recycling flocculation tower of claim 4, wherein the second drive means (9) is a low speed motor.
6. The overflow disperse dye dyeing wastewater recycling flocculation tower of any one of claims 1 to 5, wherein the feeding mechanism comprises a vane wheel (11) disposed in the sewage inlet pipe (3), a connection housing disposed between the drug inlet pipe (4) and the drug tank (5), and a sheave (12) rotatably connected in the connection housing, the drug outlet of the drug tank (5) is disposed at the eccentric position of the sheave (12), the drug inlet of the drug inlet pipe (4) is disposed at the eccentric position of the sheave (12) and staggered with the drug outlet of the drug tank (5), a connection shaft (13) is fixedly connected to one side of the vane wheel (11), and the other end of the connection shaft (13) extends into the connection housing and is fixedly connected with the sheave (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202220216651.4U CN217103203U (en) | 2022-01-26 | 2022-01-26 | Overflow disperse dye dyeing wastewater cyclic utilization flocculation tower |
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CN202220216651.4U CN217103203U (en) | 2022-01-26 | 2022-01-26 | Overflow disperse dye dyeing wastewater cyclic utilization flocculation tower |
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CN217103203U true CN217103203U (en) | 2022-08-02 |
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CN202220216651.4U Active CN217103203U (en) | 2022-01-26 | 2022-01-26 | Overflow disperse dye dyeing wastewater cyclic utilization flocculation tower |
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- 2022-01-26 CN CN202220216651.4U patent/CN217103203U/en active Active
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