CN210796034U - Integrated water treatment equipment applied to facing material production line - Google Patents
Integrated water treatment equipment applied to facing material production line Download PDFInfo
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- CN210796034U CN210796034U CN201921702515.0U CN201921702515U CN210796034U CN 210796034 U CN210796034 U CN 210796034U CN 201921702515 U CN201921702515 U CN 201921702515U CN 210796034 U CN210796034 U CN 210796034U
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Abstract
The utility model relates to the technical field of sewage treatment, in particular to an integrated water treatment device applied to a facing material production line, which comprises a wastewater tank, an adjusting tank, a demulsification tank, a coagulation tank, an air floatation tank, a sludge tank and a pipe chute sedimentation tank, wherein the wastewater tank is provided with a wastewater pump I connected with the adjusting tank; a waste water pump II connected with the demulsification tank is arranged at the bottom of the regulating tank; the wall of the emulsion breaking groove is provided with a flow guide port communicated with the coagulation groove; the wall of the coagulation tank is provided with a connector connected with the air floatation tank; a dissolved air tank is arranged on the outer side of the air floatation tank and connected with the bottom of the air floatation tank, and the air floatation tank is connected with an inclined tube sedimentation tank; the inclined tube sedimentation tank is provided with an inclined tube filtering layer, the side wall of the inclined tube sedimentation tank, which is far away from the air floatation tank, is provided with a water outlet, and the water outlet is connected with a clean water tank; the breast breaking tank, the coagulating tank, the air flotation tank and the inclined tube sedimentation tank are all connected with a sludge tank. The utility model discloses carry out multiple cycle to sewage and handle in order to reach used repeatedly's standard, avoid direct emission to cause a large amount of wastes of water resource.
Description
Technical Field
The utility model belongs to the technical field of sewage treatment's technique and specifically relates to an integral type water treatment facilities who is applied to in facing material production line is related to.
Background
The integrated sewage treatment equipment integrates the primary sedimentation tank, the I, II-level contact oxidation tank, the secondary sedimentation tank and the sludge tank, and blast aeration is carried out in the I, II-level contact oxidation tank, so that a contact oxidation method and an activated sludge method are effectively combined, and the trouble of designing a sewage treatment process and constructing a foundation by a person is saved.
Interior decoration material is of a great variety, and is classified according to the material to have plastics, metal, pottery, glass, timber, inorganic mineral, coating, fabrics, stone material etc. and interior wall decoration material's kind mainly has stone material, glazed tile, diatom mud etc. and in the facing material production line, current sewage treatment only carries out basic processing to sewage to emission standard, and then will handle the sewage discharge after, need waste a large amount of water resources.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a be applied to integral type water treatment facilities in facing material production line has and carries out multiple cycle to sewage and handles, makes sewage reach used repeatedly's standard and avoid direct emission to cause the effect of a large amount of wastes of water resource.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
an integrated water treatment device applied to a facing material production line sequentially comprises a wastewater tank, an adjusting tank, a demulsification tank, a coagulation tank, an air flotation tank, a sludge tank and an inclined tube sedimentation tank, wherein a wastewater pump I connected with the adjusting tank is arranged at the bottom of the wastewater tank;
a waste water pump II connected with the demulsification tank is arranged at the bottom of the regulating tank;
the wall of the demulsification tank is provided with a flow guide port communicated with the coagulation tank;
a connecting port for connecting the air floatation tank is formed in the wall of the coagulation tank;
a dissolved air tank is arranged on the outer side wall of the air floatation tank, the dissolved air tank is connected with the bottom of the air floatation tank, and the air floatation tank is connected with an inclined tube sedimentation tank;
an inclined tube filtering layer consisting of a plurality of inclined tubes is arranged in the inclined tube sedimentation tank, a water outlet is formed in the side wall of the inclined tube sedimentation tank, which is far away from the air floatation tank, and the water outlet is connected with a clean water tank;
the demulsification tank, the coagulation tank, the air flotation tank and the inclined tube sedimentation tank are all connected with a sludge tank.
By adopting the technical scheme, an operator drives a waste water pump I to pump waste water in a waste water tank into a regulating tank, the waste water is subjected to water quantity and water quality regulation in the regulating tank, the waste water is continuously pumped into a demulsification tank through a waste water pump II after being fully mixed, demulsifier is added into the demulsification tank so as to enable emulsion to be aggregated, condensed and layered, then the emulsion is precipitated to the bottom of the tank and conveyed into a sludge tank, coagulant is further added into the waste water after the waste water is introduced into the coagulating tank so as to enable the waste water to form micelle, the waste water is introduced into the sludge tank after the bottom of the sedimentation tank, the waste water is continuously introduced into an air flotation tank, gas is introduced into the air flotation tank through a dissolved gas tank to generate fine bubbles which rise in the air flotation tank, the fine bubbles drive fine particles to float upwards and be led out of the air flotation tank, the waste water is separated and filtered by an inclined tube filter layer after being introduced into an inclined tube, is favorable for avoiding waste of water resources caused by directly discharging sewage.
The utility model discloses further set up to: the device comprises an inclined tube sedimentation tank, a foam collecting groove is formed in one side, close to the inclined tube sedimentation tank, of the air flotation tank, a foam scraping machine is arranged on the top surface of the air flotation tank and comprises a driving motor fixed to the top of the air flotation tank, a rotating shaft rotatably connected to the top surfaces of two opposite side walls of the air flotation tank, and a pair of scraping wheels fixed to the rotating shaft and having the same rotating center as the rotating shaft, the pair of scraping wheels are connected with scraping plates used for scraping foam towards the foam collecting groove, a transmission gear is coaxially fixed to one end, close to the driving motor, of the rotating shaft, and the driving motor.
Through adopting above-mentioned technical scheme, when the come-up foam in the air supporting pond, operating personnel starts driving motor, and driving motor drives chain drive gear and rotates to drive the pivot and rotate, and then make the scraper blade at the reciprocal foam inslot that scrapes of collection foam of the reciprocal orientation in air supporting pond surface, thereby in time clear up the bubble of come-up to air supporting pond pool face, the tiny granule of bubble parcel is scraped and is sent to collection foam inslot, thereby is favorable to improving useless water treatment.
The utility model discloses further set up to: the scraper blade has a plurality of along scraping wheel circumferencial direction array, the one end that the pivot was kept away from to the scraper blade is provided with scrapes the arc, is located the pivot below scrape the arc towards the collection foam groove.
Through adopting above-mentioned technical scheme, after operating personnel started driving motor, the scraper blade drove a plurality of scraper blades and incessantly scrapes the foam towards collection foam groove around the axis of rotation, scrapes simultaneously that the arc submerges in the foam that floats in the air supporting pond and scrapes the foam of sending towards collection foam groove, is favorable to reducing the foam that floats and leaks, improves the foam effect of scraping of scraper blade.
The utility model discloses further set up to: the device is characterized in that a gravity sand filter is arranged between the air flotation tank and the inclined tube sedimentation tank, a sand filter layer is arranged in the gravity sand filter, the air flotation tank is connected with the inclined tube sedimentation tank through the gravity sand filter, and the bottom of the gravity sand filter is connected with a sludge tank.
Through adopting above-mentioned technical scheme, back in the waste water in the air supporting pond is leading-in to the gravity sand filtration pond, the sand filtration layer filters the impurity of waste water, and the impurity part deposits and piles up in the bottom in gravity sand filtration pond and leading-in sludge impoundment, and the waste water through filtering the sediment further leads to in the pipe chute sedimentation tank, is favorable to further improving the treatment effect of waste water, reduces sediment in the waste water.
The utility model discloses further set up to: the bottom of the inclined tube sedimentation tank is connected with a backwashing pump communicated with the gravity sand filter, and an access port of the backwashing pump is positioned below the sand filter layer.
Through adopting above-mentioned technical scheme, behind the pipe chute sedimentation tank further sediment impurity to waste water, operating personnel passes through the drive backwash pump, with waste water from the pipe chute sedimentation tank pump back to in the gravity sand filter once more, waste water dashes the sand filtering layer, the sand filtering layer that scatters resumes initial filter effect after deposiing again, makes waste water carry out gravity sand once more and deposits, is favorable to used repeatedly sand filtering layer, further gets rid of the precipitate in the waste water, improves waste water treatment's effect.
The utility model discloses further set up to: the top of the demulsification tank is provided with a first stirrer, and a stirring head of the first stirrer is inserted into the demulsification tank.
Through adopting above-mentioned technical scheme, after the leading-in emulsion breaking inslot of waste water, operating personnel adds the demulsifier at the emulsion breaking inslot, and then drives the mixed liquid of mixer to the emulsion breaking inslot and stir to be favorable to demulsifier and waste water intensive mixing, improve the breakdown of emulsion effect of demulsifier.
The utility model discloses further set up to: and a second stirrer is arranged at the top of the coagulation tank, and a stirring head of the second stirrer is inserted into the coagulation tank.
By adopting the technical scheme, after the wastewater is guided into the coagulation tank, an operator adds the coagulant into the coagulation tank and then drives the stirrer to stir the mixed liquid in the coagulation tank, so that the full mixing of the coagulant and the wastewater is facilitated, and the coagulation effect of the coagulant is improved.
The utility model discloses further set up to: the sludge tank is connected with a sludge pump.
Through adopting above-mentioned technical scheme, among the waste water treatment process, breakdown of emulsion groove, coagulating basin, air supporting pond, gravity sand filter and pipe chute sedimentation tank bottom sediment filter residue, mud etc. all lead to the sludge impoundment after, drive sludge pump in time gets rid of mud and carries out subsequent processing, avoids piling up excessive mud, filter residue in the sludge impoundment, improves the efficiency that sludge impoundment transported out mud.
To sum up, the utility model discloses a beneficial technological effect does:
1. the wastewater is subjected to water quantity and water quality regulation in a regulating reservoir, is mixed, condensed and layered with a demulsifier through a demulsifying tank, is continuously led into a coagulating tank to form a micelle, is further led into micro bubbles generated along with floating gas in an air flotation tank, micro particles of the wastewater float upwards and are led out of the air flotation tank, the wastewater is finally led into an inclined tube sedimentation tank, is separated and filtered by an inclined tube layer, precipitates are accumulated below and are led into a sludge tank, and finally treated wastewater is led out into a clear water tank for recycling, so that waste of water resources caused by direct sewage discharge is avoided;
2. an operator starts a driving motor to enable a scraping wheel to rotate in a reciprocating mode, the scraping plate scrapes foam towards the foam collecting groove in a reciprocating mode on the surface of the air floatation tank, and fine particles wrapped by the bubbles are scraped and conveyed into the foam collecting groove, so that the waste water treatment effect is improved;
3. the operating personnel drive backwash pump with waste water towards the sand filtration layer, the sand filtration layer resumes initial filter effect after deposiing again, makes waste water carry out gravity sand once more and deposits, is favorable to used repeatedly sand filtration layer, further gets rid of the precipitate in the waste water, improves waste water treatment's effect.
Drawings
Fig. 1 is a flowchart of water treatment in the present embodiment.
FIG. 2 is a schematic view of a part of the structure of a wastewater tank, an adjusting tank, a demulsification tank, a coagulation tank, an air flotation tank, a foam collecting tank, a gravity sand filter, a sludge tank and an inclined tube sedimentation tank in the embodiment.
Fig. 3 is a partial view for embodying the structure of the foam scraping machine in the present embodiment.
Fig. 4 is a partial sectional view for embodying the gravity sand filter structure in the present embodiment.
In the figure, 1, a wastewater tank; 11. a first waste water pump; 2. a regulating tank; 21. a waste water pump II; 3. a demulsification tank; 31. a flow guide port; 32. a first stirrer; 33. hanging the plate; 4. a coagulating tank; 41. a connecting port; 42. a second stirrer; 5. an air floatation tank; 51. a dissolved air tank; 52. a foam collecting groove; 6. a foam scraping machine; 61. a drive motor; 611. a fixing plate; 62. a rotating shaft; 63. a scraping wheel; 64. a squeegee; 641. arc scraping; 65. a transmission gear; 66. a chain; 67. a drive housing; 68. a rotating seat; 7. a gravity sand filter; 71. a sand filtration layer; 8. an inclined tube sedimentation tank; 81. an inclined tube filter layer; 811. an inclined tube; 82. a backwash pump; 83. a water outlet; 84. a clear water tank; 85. a clean water pump; 9. a sludge tank; 91. a sludge pump; 92. and a circulation port.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the integrated water treatment equipment applied to the facing material production line disclosed by the utility model, a wastewater pool 1, an adjusting tank 2, a demulsification tank 3, a coagulation tank 4, an air floatation tank 5, a gravity sand filter 7, a sludge tank 9 and a pipe chute sedimentation tank 8 are sequentially arranged, a wastewater pump 11 is fixed on the inner bottom wall of the wastewater pool 1, the wastewater pump 11 is connected into the adjusting tank 2, a wastewater pump 21 is fixed on the inner bottom wall of the adjusting tank 2, the wastewater pump 21 is connected into the demulsification tank 3, a flow guide port 31 communicated with the coagulation tank 4 is arranged on the adjacent tank wall of the demulsification tank 3 and the coagulation tank 4 near the top surface, a connecting port 41 connected with the air floatation tank 5 is arranged on the adjacent tank wall of the coagulation tank 4 and the adjacent tank wall of the air floatation tank 5 near the top surface, a dissolved air tank 51 is arranged on the outer side wall of the air floatation tank 5, the dissolved air tank, the air flotation tank 5 is connected with the gravity sand filter tank 7, a sand filter layer 71 is arranged in the gravity sand filter tank 7, the gravity sand filter tank 7 is communicated with the inclined tube sedimentation tank 8, a layer of inclined tube filter layer 81 consisting of a plurality of inclined tubes 811 is arranged on the surface of the inclined tube sedimentation tank 8, a water outlet 83 is formed in the side wall, away from the air flotation tank 5, of the inclined tube sedimentation tank 8, the water outlet 83 is located above the inclined tube filter layer 81, the water outlet 83 is connected with a clear water tank 84, and the breast breaking tank, the coagulation tank 4, the air flotation tank 5, the gravity sand filter tank 7 and the inclined tube sedimentation tank 8 are respectively in valve communication with a sludge tank 9; when a large amount of wastewater is led into the wastewater tank 1, an operator drives the wastewater pump I11 to pump the wastewater in the wastewater tank 1 into the regulating tank 2, the operator adjusts the water quantity and the water quality of the wastewater in the regulating tank 2 to fully mix the wastewater, then drives the wastewater pump II 21 to continuously pump the wastewater into the emulsion breaking tank 3 from the regulating tank 2, a demulsifier is added into the emulsion breaking tank 3 to enable emulsion to be aggregated, condensed and layered, the condensed impurities are precipitated to the tank bottom and conveyed into the sludge tank 9, the wastewater is high in water level and led into the coagulation tank 4 through the flow guide port 31, the operator further adds a coagulant to enable partial impurities in the wastewater to form micelles, the micelles are led into the sludge tank 9 after being precipitated at the bottom of the tank, the water level in the coagulation tank 4 is high and continuously led into the air flotation tank 5, and gas is led into the air flotation tank 5 through the dissolved gas tank 51 to enable fine rising bubbles to be generated in the air flotation tank 5, the tiny bubble drives tiny granule come-up and derives air supporting pond 5, waste water continues leading-in gravity sand filter 7, the impurity of waste water further filters in gravity sand filter 7, the water level in gravity sand filter 7 rises and the valve leads to pipe chute sedimentation tank 8, pipe chute filtering layer 81 separates and filters waste water, the precipitate is difficult for the come-up because of the existence of pipe chute 811, the precipitate is piled up in pipe chute filtering layer 81 below and leading-in sludge impoundment 9, after the water level rises and overflows delivery port 83 in pipe chute sedimentation tank 8, the waste water after the processing is derived to clear water tank 84 and is used with the circulation, be favorable to avoiding directly discharging the waste that sewage caused the waste of water resource.
Referring to fig. 2 and 3, a foam collecting groove 52 is arranged between an air flotation tank 5 and an inclined tube sedimentation tank 8, the foam collecting groove 52 is connected with a sludge tank 9, a foam scraping machine 6 is arranged on the top surface of the air flotation tank 5, the foam scraping machine 6 comprises a driving motor 61 fixed on one side of the top of the air flotation tank 5, a pair of rotating seats 68 oppositely arranged on two opposite sides of the length direction of the top surface of the air flotation tank 5, a rotating shaft 62 rotatably connected between the pair of rotating seats 68 and a pair of scraping wheels 63 fixed on the rotating shaft 62 and having the same rotating center with the rotating shaft 62, the driving motor 61 is fixed on the top surface of the air flotation tank 5 through a fixing plate 611, the pair of scraping wheels 63 are commonly connected with scraping plates 64 for scraping and conveying foam towards the foam collecting groove 52, the scraping plates 64 are arrayed in the circumferential direction of the scraping wheels 63, a scraping arc 641 is arranged at one end of the scraping plates 64 far away from the rotating shaft 62, when one scraping plate 64 rotates to, a transmission gear 65 is coaxially fixed at one end of the rotating shaft 62 close to the driving motor 61, the output end of the driving motor 61 is in transmission connection with the transmission gear 65 through a chain 66, and a transmission shell 67 is covered on the output end of the driving motor 61, the transmission gear 65 and the chain 66; when the foam floats on the air floatation tank 5, the operator starts the driving motor 61, the driving motor 61 drives the transmission gear 65 driven by the chain 66 to rotate, so that the rotating shaft 62 rotates in the rotating seat 68, the scraping wheel 63 is driven by the rotating shaft 62 to start rotating and then drives the four scraping plates 64 to rotate around the rotating shaft 62 and continuously scrape the foam towards the foam collecting groove 52, the scraping arc 641 is submerged in the foam of the air floatation tank 5 and scrapes the foam towards the foam collecting groove 52, so that the foam floating up to the tank surface of the air floatation tank 5 is timely cleaned, the foam wrapped by the foam is scraped and conveyed into the foam collecting groove 52, impurities in the foam collecting groove 52 are continuously guided into the sludge tank 9, the wastewater treatment effect is favorably improved, the scraping arc 641 is favorable for reducing the foam floating leakage, and the foam scraping effect of the scraping plates 64 is improved.
Referring to fig. 2 and 4, the bottom of the inclined tube sedimentation tank 8 is connected with a backwashing pump 82 positioned outside the inclined tube sedimentation tank 8, the backwashing pump 82 is communicated with the gravity sand filter tank 7, an access port of the backwashing pump 82 is positioned below the sand filtering layer 71, and the bottom of the gravity sand filter tank 7 is connected with the sludge tank 9; waste water in the air supporting pond 5 is leading-in to the back in the gravity sand filter 7, sand filter layer 71 filters the impurity of waste water, the impurity part deposits and piles up in the bottom of gravity sand filter 7 and leading-in sludge impoundment 9, the last waste water valve that overflows leads to pipe chute sedimentation tank 8, waste water further deposits behind the impurity in pipe chute sedimentation tank 8, operating personnel is through driving backwash pump 82, take waste water once more from pipe chute sedimentation tank 8 in pumping back gravity sand filter 7, waste water dashes sand filter layer 71, can resume initial filter effect after the sand filter layer 71 that scatters deposits again, make waste water continuously carry out gravity sand and deposit, be favorable to used repeatedly sand filter layer 71, further get rid of the precipitate in the waste water, improve waste water treatment's effect.
Referring to fig. 2, a hanging plate 33 is fixed on the top of the emulsion breaking tank 3 and the top of the coagulation tank 4, two ends of the hanging plate 33 in the length direction are respectively fixed on the top surfaces of the opposite side walls of the emulsion breaking tank 3 and the coagulation tank 4, a first stirrer 32 is fixed at the position of the hanging plate 33 in the emulsion breaking tank 3, a second stirrer 42 is fixed at the position of the hanging plate 33 in the coagulation tank 4, and the stirring head of the second stirrer 42 is inserted in the coagulation tank 4; after waste water is led into the emulsion breaking tank 3, an operator adds a demulsifier into the emulsion breaking tank 3, the first driving stirrer 32 stirs mixed liquid in the emulsion breaking tank 3, the demulsifier and the waste water are favorably fully mixed, the effect of demulsification and precipitation impurities of the demulsifier is improved, after the waste water is led into the coagulation tank 4 from the emulsion breaking tank 3, the operator adds a coagulant into the coagulation tank 4, the second driving stirrer 42 stirs the mixed liquid in the coagulation tank 4, the coagulant and the waste water are favorably fully mixed, and the coagulation effect of the coagulant is improved.
Referring to fig. 2, the outer side of the sludge tank 9 close to the bottom of the sludge tank 9 is connected with a sludge pump 91, the sludge tank 9 is adjacent to the wastewater tank 1, and the side wall of the sludge tank 9 adjacent to the wastewater tank 1 is provided with a circulation port 92; in the waste water treatment process, demulsification groove 3, coagulating basin 4, air supporting pond 5, collection foam chest 52, the filter residue that 8 bottoms of gravity sand filter 7 and pipe chute sedimentation tank deposit, mud etc. all lead to behind sludge impoundment 9, drive sludge pump 91 in time gets rid of mud and carry out subsequent processing, avoid piling up excessive mud in the sludge impoundment 9, the filter residue, improve the efficiency that sludge was transported out in sludge impoundment 9, impurity in sludge impoundment 9 still includes a large amount of waste water, after the water level of waste water is amazing to circulation mouth 92, waste water is by circulation mouth 92 leading-in again to carrying out the processing of recycling once more in waste water disposal basin 1, be favorable to manifold cycles to handle waste water, improve the treatment effect to waste water.
The implementation principle of the embodiment is as follows: the leading-in wastewater disposal basin 1 of waste water, through adjusting tank 2 preliminary regulation, then leading-in broken breast pond and coagulation bath 4 in proper order carry out the chemical reagent mixed treatment that adds, further deposit impurity, the leading-in air supporting pond 5 of waste water after the processing is aerifyd air supporting pond 5 through dissolving gas pitcher 51 simultaneously, start driving motor 61 and drive scraper blade 64 and scrape and send froth to collection foam chest 52, waste water further leads-in gravity sand filter 7 and filters through sand filtration layer 71, waste water is leading-in pipe chute sedimentation tank 8 and further deposit after the water level is high soon, derive and insert clear water tank 84 by delivery port 83 after the water level is high soon, can draw clear water through clear water pump 85 and use.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an integral type water treatment facilities for in facing material production line which characterized in that: the device comprises a wastewater tank (1), an adjusting tank (2), a demulsification tank (3), a coagulation tank (4), an air floatation tank (5), a sludge tank (9) and an inclined tube sedimentation tank (8) in sequence, wherein a wastewater pump I (11) connected with the adjusting tank (2) is arranged at the bottom of the wastewater tank (1);
a waste water pump II (21) connected with the demulsification tank (3) is arranged at the bottom of the regulating tank (2);
the wall of the demulsification tank (3) is provided with a flow guide port (31) communicated with the coagulation tank (4);
a connecting port (41) connected with the air floatation tank (5) is formed in the wall of the coagulation tank (4);
a dissolved air tank (51) is arranged on the outer side wall of the air floatation tank (5), the dissolved air tank (51) is connected with the bottom of the air floatation tank (5), and the air floatation tank (5) is connected with an inclined tube sedimentation tank (8);
an inclined tube filtering layer (81) consisting of a plurality of inclined tubes (811) is arranged in the inclined tube sedimentation tank (8), a water outlet (83) is formed in the side wall, far away from the air floatation tank (5), of the inclined tube sedimentation tank (8), and the water outlet (83) is connected with a clean water tank (84);
the demulsification tank (3), the coagulation tank (4), the air flotation tank (5) and the inclined tube sedimentation tank (8) are all connected with a sludge tank (9).
2. The integrated water treatment apparatus applied to a finishing material production line according to claim 1, wherein: one side of the air flotation tank (5) close to the inclined tube sedimentation tank (8) is provided with a foam collecting groove (52), the top surface of the air flotation tank (5) is provided with a foam scraping machine (6), the foam scraping machine (6) comprises a driving motor (61) fixed at the top of the air flotation tank (5), a rotating shaft (62) rotatably connected to the top surfaces of two opposite side walls of the air flotation tank (5) and a pair of scraping wheels (63) fixed on the rotating shaft (62) and having the same rotating center with the rotating shaft (62), the scraping wheels (63) are connected with scraping plates (64) used for scraping and conveying foam towards the foam collecting groove (52), one end of the rotating shaft (62) close to the driving motor (61) is coaxially fixed with a transmission gear (65), and the driving motor (61) and the transmission gear (65) are transmitted through a chain (66).
3. The integrated water treatment apparatus applied to a finishing material production line according to claim 2, wherein: scraper blade (64) have a plurality of along scraping wheel (63) circumference array, scraper blade (64) keep away from the one end of pivot (62) and be provided with and scrape arc (641), be located pivot (62) below scrape arc (641) towards collection foam groove (52).
4. The integrated water treatment apparatus applied to a finishing material production line according to claim 1, wherein: be provided with gravity sand filter (7) between air supporting pond (5) and pipe chute sedimentation tank (8), be provided with sand filtration layer (71) in gravity sand filter (7), pipe chute sedimentation tank (8) are connected through gravity sand filter (7) in air supporting pond (5), sludge impoundment (9) are connected to the bottom in gravity sand filter (7).
5. The integrated water treatment apparatus applied to a finishing material production line according to claim 4, wherein: the bottom of the inclined tube sedimentation tank (8) is connected with a backwashing pump (82) communicated with the gravity sand filter (7), and an access port of the backwashing pump (82) is positioned below the sand filter layer (71).
6. The integrated water treatment apparatus applied to a finishing material production line according to claim 1, wherein: the top of the demulsification tank (3) is provided with a first stirrer (32), and a stirring head of the first stirrer (32) is inserted into the demulsification tank (3).
7. The integrated water treatment apparatus applied to a finishing material production line according to claim 1, wherein: and a second stirrer (42) is arranged at the top of the coagulation tank (4), and a stirring head of the second stirrer (42) is inserted into the coagulation tank (4).
8. The integrated water treatment apparatus applied to a finishing material production line according to claim 1, wherein: the sludge tank (9) is connected with a sludge pump (91).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921702515.0U CN210796034U (en) | 2019-10-12 | 2019-10-12 | Integrated water treatment equipment applied to facing material production line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921702515.0U CN210796034U (en) | 2019-10-12 | 2019-10-12 | Integrated water treatment equipment applied to facing material production line |
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| Publication Number | Publication Date |
|---|---|
| CN210796034U true CN210796034U (en) | 2020-06-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921702515.0U Active CN210796034U (en) | 2019-10-12 | 2019-10-12 | Integrated water treatment equipment applied to facing material production line |
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| Country | Link |
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| CN (1) | CN210796034U (en) |
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- 2019-10-12 CN CN201921702515.0U patent/CN210796034U/en active Active
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Address after: 211200 Dongping Town Industrial Concentration Zone, Lishui District, Nanjing City, Jiangsu Province Patentee after: Nanjing Zhongya Technology Co.,Ltd. Address before: 211200 Dongping Town Industrial Concentration Zone, Lishui District, Nanjing City, Jiangsu Province Patentee before: Nanjing Zhongya Heavy Industry Machinery Co.,Ltd. |