CN205222954U - Intelligent full -automatic sewage treatment system - Google Patents
Intelligent full -automatic sewage treatment system Download PDFInfo
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- CN205222954U CN205222954U CN201521016364.5U CN201521016364U CN205222954U CN 205222954 U CN205222954 U CN 205222954U CN 201521016364 U CN201521016364 U CN 201521016364U CN 205222954 U CN205222954 U CN 205222954U
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Abstract
The utility model relates to a sewage treatment system especially relates to an intelligent full -automatic sewage treatment system. The to -be -solved technical problem of the utility model is to provide an intelligent full -automatic sewage treatment system. In order to solve the technical problem, the utility model provides such intelligent full -automatic sewage treatment system which comprises have catch basin, thick grid board, thin grid board, first order telescopic link, two -stage telescopic rod, go up the lower cylinder, elevator pump I, sewage pipe I, air supporting pond, sludge pump I, scraper blade etc. Be provided with thick grid board in the catch basin and thin grid board. The utility model provides a current sewage treatment system exist intelligent, automatic poor, the poor shortcoming of sewage treatment inefficiency and effect, the utility model discloses it is competent to have reached intelligent automation.
Description
Technical field
The utility model relates to a kind of Sewage treatment systems, particularly relates to a kind of intelligent full-automatic sewage treatment system.
Background technology
Sewage disposal refers to the process purified it for making sewage reach a certain water body of draining or the water quality requirement that reuses.Sewage disposal is widely used in building, agricultural, and the every field such as traffic, the energy, petrochemical industry, environmental protection, urban look, medical treatment, food and drink, also come into the daily life of common people more and more.Modern sewage treatment technology, divides by degree for the treatment of, can be divided into one-level, secondary and tertiary treatment, generally determines sewage disposal degree according to the whereabouts of the water after water quality condition and process.Coagulation refers to the main solid pollution material removed in suspended state in sewage, and physical treatment process major part can only complete the requirement of coagulation.Through the sewage of coagulation, BOD generally can remove about 30%, does not reach emission standard.Coagulation belongs to the pre-treatment of second-stage treatment.Second-stage treatment refers to main to be removed in sewage in colloid and the organic pollution materials (BOD of dissolved state, COD material), clearance can reach more than 90%, organic pollutant is made to reach emission standard, current use is staple fibre more widely, and it is good that removal efficiency reaches 95% outlet effect.Tertiary treatment refers to that organism, nitrogen and the phosphorus etc. processing difficult degradation further can cause the soluble inorganic matter etc. of body eutrophication.Main method has biological carbon and phosphorous removal method, coagulant sedimentation, sand filtration method, active carbon adsorption, ion exchange method and electroosmose process etc.
The essential characteristic of intelligent automation technology is intelligent and integrated.Intellectuality refers to and adopts artificial intelligence, knowledge engineering, Neural Network Theory, large scale system theory etc., makes system have some intelligence of people, can substitute or expand the brainwork of people, and realize brainwork automatization; The integrated technology group such as integrating information technology, system control technique, software engineering, microelectronics, photoelectron technology, the communication technology, sensing technology, robot technology and expert systems that refers to, realizes integration or synthesization.
Existing Sewage treatment systems exist intelligent, automatization level is low, the low and shortcoming of weak effect of sewage treating efficiency, therefore need badly research and development a kind of intelligent, automatization level is high, the intelligent full-automatic sewage treatment system that sewage treating efficiency is high and effective.
Utility model content
(1) technical problem that will solve
The utility model in order to overcome existing Sewage treatment systems exist intelligent, automatization level is low, the low and shortcoming of weak effect of sewage treating efficiency, the technical problems to be solved in the utility model is to provide a kind of intelligent full-automatic sewage treatment system.
(2) technical scheme
In order to solve the problems of the technologies described above, the utility model provides so a kind of intelligent full-automatic sewage treatment system, include water collecting basin, coarse rack plate, fine fack plate, first step expansion link, second stage expansion link, upper and lower air cylinders, lift pump I, waste pipe I, air flotation pool, sludge pump I, scraper plate, left and right cylinder, residue outlet, settler, connect slag cylinder, waste pipe IV, arm I, sludge-discharge pipe I, arm II, sludge pump II, lift pump II, waste pipe II, sludge thickener, reaction tank, dividing plate I, dividing plate II, anaerobic zone, aerobic zone, settling region, aeration head I, inlet pipe I, inlet manifold, blower fan, filtering basin, inlet pipe II, aeration head II, sludge pump III, sludge-discharge pipe II, waste pipe III, sludge pump IV and sludge-discharge pipe III, coarse rack plate and fine fack plate is provided with in water collecting basin, coarse rack plate is arranged on the top of fine fack plate, coarse rack plate is provided with first step expansion link, fine fack plate is provided with second stage expansion link, second stage expansion link is enclosed within first step expansion link, and second stage expansion link and first step expansion link are for being flexibly connected, first step expansion link is connected with the upper and lower air cylinders of side disposed thereon, and the bottom of water collecting basin is provided with lift pump I, and lift pump I is connected with the waste pipe I be arranged on the right side of it, the right wall of water collecting basin is provided with hole, the hole that the left end of waste pipe I is provided with through the right wall of water collecting basin, waste pipe I and water collecting basin are for being tightly connected, the right side of waste pipe I is provided with air flotation pool, the left wall of air flotation pool is provided with hole, the hole that the right-hand member of waste pipe I is provided with through the left wall of air flotation pool extend in air flotation pool, and waste pipe I and air flotation pool are for being tightly connected, the inside of air flotation pool is provided with scraper plate, and scraper plate is arranged on the top of waste pipe I, and scraper plate and the left and right cylinders be arranged on the left of it connect, and left and right cylinder is arranged on the left side of air flotation pool, the right wall of air flotation pool is provided with residue outlet and waste pipe IV, and waste pipe IV is arranged on the below of residue outlet, and residue outlet and waste pipe IV are tightly connected with air flotation pool all respectively, the bottom of air flotation pool is provided with sludge pump I, and sludge pump I is connected with the arm I be arranged on the left of it, be provided with hole in the bottom of the left wall of air flotation pool, the hole that the bottom that arm I passes the left wall of air flotation pool is provided with, arm I and air flotation pool are tightly connected, and arm I is connected with the sludge-discharge pipe I be arranged on the left of it, the below of air flotation pool is provided with settler, and air flotation pool is connected with settler, and lower end and the settler of waste pipe IV are tightly connected, be provided with in the below of residue outlet and connect slag cylinder, connect slag cylinder and be arranged on settler, the bottom of settler is provided with sludge pump II, and sludge pump II is connected with the arm II be arranged on the left of it, the left wall of settler is provided with hole, the hole that the left wall that arm II passes settler is provided with, arm II and settler are for being tightly connected, and arm II is connected with the sludge-discharge pipe I be arranged on the left of it, the bottom of settler is provided with lift pump II, and lift pump II is arranged on the right side of sludge pump II, and lift pump II is connected with the waste pipe II be arranged on the right side of it, the right wall of settler is provided with hole, the hole that the right wall that waste pipe II passes settler is provided with, waste pipe II and settler are tightly connected, the below of settler is provided with sludge thickener, and sludge-discharge pipe I extend in sludge thickener, and sludge-discharge pipe I and sludge thickener are tightly connected, the right side of waste pipe II is provided with reaction tank, the left wall of reaction tank is provided with hole, the hole that the right-hand member of waste pipe II is provided with through the left wall of reaction tank extend in reaction tank, and waste pipe II and reaction tank are tightly connected, in reaction tank, be provided with dividing plate I and dividing plate II, dividing plate II is arranged on the right side of dividing plate I, and the height of dividing plate I is greater than the height of dividing plate II, and dividing plate I and dividing plate II are for be arrangeding in parallel, reaction tank is divided into anaerobic zone, aerobic zone and settling region by dividing plate I and dividing plate II uniformly from left to right successively, the bottom of aerobic zone is provided with aeration head I, and aeration head I is connected with the inlet pipe I be arranged on the right side of it, inlet pipe I is connected with the inlet manifold be arranged on the right side of it, inlet manifold is provided with blower fan, the bottom of settling region is provided with sludge pump III, sludge pump III is connected with the sludge-discharge pipe II be arranged on the right side of it, the You Bi bottom of reaction tank is provided with hole, the hole that the You Bi bottom that sludge-discharge pipe II passes reaction tank is provided with, sludge-discharge pipe II and reaction tank are tightly connected, sludge-discharge pipe II is arranged on the right side of sludge thickener, and left end and the sludge thickener of sludge-discharge pipe II are tightly connected, in the middle part of the right wall of reaction tank, stopping property is connected with waste pipe III, and the height location of waste pipe III is lower than the height location of dividing plate II, the below of waste pipe III is provided with filtering basin, and the lower end of waste pipe III extend in filtering basin, filtering basin are arranged on the right side of reaction tank, and the bottom of filtering basin is provided with aeration head II, and aeration head II is connected with the inlet pipe II be arranged on the right side of it, and upper end and the inlet manifold of inlet pipe II are tightly connected, the bottom of filtering basin is provided with sludge pump IV, and sludge pump IV is arranged on the right side of aeration head II, sludge pump IV is connected with the sludge-discharge pipe III be arranged on the right side of it, the right wall of filtering basin is provided with hole, the hole that the right wall that sludge-discharge pipe III passes filtering basin is provided with, sludge-discharge pipe III and filtering basin are tightly connected, sludge-discharge pipe III is arranged on the right side of sludge thickener, and sludge-discharge pipe III and sludge thickener are tightly connected.
Preferably, controller, liquid level sensor I, liquid level sensor II, liquid level sensor III and magnetic valve is also included; Controller is arranged on the right wall of settler, is disposed with liquid level sensor I, liquid level sensor II and liquid level sensor III on the top of reaction tank from left to right; Liquid level sensor I is positioned at directly over anaerobic zone, and liquid level sensor II is positioned at directly over aerobic zone, and liquid level sensor III is positioned at directly over settling region; Waste pipe III is provided with magnetic valve, and upper and lower air cylinders, lift pump I, sludge pump I, left and right cylinder, sludge pump II, lift pump II, blower fan, sludge pump III, sludge pump IV, liquid level sensor I, liquid level sensor II, liquid level sensor III are connected with controller all respectively with magnetic valve.
Principle of work: during the work of this device, first sewage is put into water collecting basin, sewage is entered in water collecting basin and first filtered by coarse rack plate, then is filtered by fine fack plate.After filtration after for some time, coarse rack plate and fine fack plate have remained the floating matter or suspended substance etc. of some bulks, then control upper and lower air cylinders and carry out work, first upper and lower air cylinders drives second stage expansion link upwards to move, second stage expansion link drives fine fack plate to move up, then coarse rack plate moves up again, and coarse rack plate and fine fack plate shift out water collecting basin.Some floating matter or suspended substances etc. residual on coarse rack plate and fine fack plate are carried out clearing up.Operator control lift pump I and start working, and the sewage in water collecting basin after filtering is risen in air flotation pool by waste pipe I by lift pump I.Operator control left and right cylinder operation, and left and right cylinder drives scraper plate to move left and right.The scum silica frost on air flotation pool surface is pushed to right side by scraper plate, and is flowed out by residue outlet by scum silica frost and enter into and connect in slag cylinder.Sewage in air flotation pool, because of himself action of gravity, is entered in settler by waste pipe IV and precipitates.Control sludge pump I to start working, the mud of air flotation pool bottom settlings is drained in sludge thickener by arm I and sludge-discharge pipe I by sludge pump I.Control sludge pump II to start working, the mud of settler bottom settlings is drained in sludge thickener by arm II and sludge-discharge pipe I by sludge pump II.Control lift pump II to start working, lift pump II is transported in settler in reaction tank by waste pipe II through oettIed sewage, and enters into anaerobic zone simultaneously.Organism in sewage is the process of anerobe acidication in anaerobic zone, and after treatment, in anaerobic zone, sewage level enters aerobic zone higher than automatically overflowing during dividing plate I.Start blower fan work, blower fan pours into gas by inlet manifold in inlet pipe I and inlet pipe II simultaneously, then aeration head I by gas inject to aerobic zone.Microorganism in aerobic zone is decomposed further to the organism in sewage, and the sewage level after the process of aerobic zone enters into settling region higher than automatically overflowing during dividing plate II.Precipitate sewage again in settling region, control sludge pump III and start working, the mud of settling region bottom settlings is drained in sludge thickener by sludge-discharge pipe II by sludge pump III.Sewage in settling region after precipitation process amasss completely and enters in filtering basin by waste pipe III, and aeration head II is by gas inject in filtering basin, and sewage and gas react again.Control sludge pump IV to start working, the mud accumulated bottom filtering basin is drained in sludge thickener by sludge-discharge pipe III by sludge pump IV, this completes the process of sewage.
Because there is controller, liquid level sensor I, liquid level sensor II, liquid level sensor III and magnetic valve, controller can replace manually carrying out operation, realize the automation and intelligentification of sewage disposal, this can make the more accurate of this plant running, the efficiency of sewage disposal is higher, better effects if, when sewage level in anaerobic zone reaches the preset value of liquid level sensor I, controller controls lift pump II and works, lift pump II is transported to reaction tank in through oettIed sewage by waste pipe II by settler, open with Time Controller Controlling solenoid valve, sewage in settling region after precipitation process is drained in filtering basin by waste pipe III, the application of automation and intelligentification technology, reach the object of save energy.
(3) beneficial effect
The utility model solves existing Sewage treatment systems existence intellectuality, automatization level is low, low and the shortcoming of weak effect of sewage treating efficiency, it is high that the utility model reaches intelligent automaticization level, the object that sewage treating efficiency is high and effective, occupy little space, structure is simple, reliable stable, the COD concentration of processed waste water water outlet, colourity, concentration of suspension are all decreased than the primary standard in national composite wastewater emission standard, and it is easy to operate, low cost of manufacture, practical.
Accompanying drawing explanation
Fig. 1 is front view structural representation of the present utility model.
Fig. 2 is front view structural representation of the present utility model.
Being labeled as in accompanying drawing: 1-water collecting basin, 2-coarse rack plate, 3-fine fack plate, 4-first step expansion link, 5-second stage expansion link, 6-upper and lower air cylinders, 7-lift pump I, 8-waste pipe I, 9-air flotation pool, 10-sludge pump I, 11-scraper plate, about 12-cylinder, 13-residue outlet, 14-settler, 15-connects slag cylinder, 16-waste pipe IV, 17-arm I, 18-sludge-discharge pipe I, 19-arm II, 20-sludge pump II, 21-lift pump II, 22-waste pipe II, 23-sludge thickener, 24-reaction tank, 25-dividing plate I, 26-dividing plate II, 27-anaerobic zone, 28-aerobic zone, 29-settling region, 30-aeration head I, 31-inlet pipe I, 32-inlet manifold, 33-blower fan, 34-filtering basin, 35-inlet pipe II, 36-aeration head II, 37-sludge pump III, 38-sludge-discharge pipe II, 39-waste pipe III, 40-sludge pump IV, 41-sludge-discharge pipe III, 42-controller, 43-liquid level sensor I, 44-liquid level sensor II, 45-liquid level sensor III, 46-magnetic valve.
Embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
Embodiment 1
A kind of intelligent full-automatic sewage treatment system, as shown in Figure 1-2, include water collecting basin 1, coarse rack plate 2, fine fack plate 3, first step expansion link 4, second stage expansion link 5, upper and lower air cylinders 6, lift pump I 7, waste pipe I 8, air flotation pool 9, sludge pump I 10, scraper plate 11, left and right cylinder 12, residue outlet 13, settler 14, connect slag cylinder 15, waste pipe IV 16, arm I 17, sludge-discharge pipe I 18, arm II 19, sludge pump II 20, lift pump II 21, waste pipe II 22, sludge thickener 23, reaction tank 24, dividing plate I 25, dividing plate II 26, anaerobic zone 27, aerobic zone 28, settling region 29, aeration head I 30, inlet pipe I 31, inlet manifold 32, blower fan 33, filtering basin 34, inlet pipe II 35, aeration head II 36, sludge pump III 37, sludge-discharge pipe II 38, waste pipe III 39, sludge pump IV 40 and sludge-discharge pipe III 41, coarse rack plate 2 and fine fack plate 3 is provided with in water collecting basin 1, coarse rack plate 2 is arranged on the top of fine fack plate 3, coarse rack plate 2 is provided with first step expansion link 4, fine fack plate 3 is provided with second stage expansion link 5, second stage expansion link 5 is enclosed within first step expansion link 4, and second stage expansion link 5 and first step expansion link 4 are for being flexibly connected, first step expansion link 4 is connected with the upper and lower air cylinders 6 of side disposed thereon, and the bottom of water collecting basin 1 is provided with lift pump I 7, and lift pump I 7 is connected with the waste pipe I 8 be arranged on the right side of it, the right wall of water collecting basin 1 is provided with hole, the hole that the left end of waste pipe I 8 is provided with through the right wall of water collecting basin 1, waste pipe I 8 and water collecting basin 1 are for being tightly connected, the right side of waste pipe I 8 is provided with air flotation pool 9, the left wall of air flotation pool 9 is provided with hole, the hole that the right-hand member of waste pipe I 8 is provided with through the left wall of air flotation pool 9 extend in air flotation pool 9, and waste pipe I 8 and air flotation pool 9 are for being tightly connected, the inside of air flotation pool 9 is provided with scraper plate 11, and scraper plate 11 is arranged on the top of waste pipe I 8, and scraper plate 11 is connected with the left and right cylinder 12 be arranged on the left of it, and left and right cylinder 12 is arranged on the left side of air flotation pool 9, the right wall of air flotation pool 9 is provided with residue outlet 13 and waste pipe IV 16, and waste pipe IV 16 is arranged on the below of residue outlet 13, and residue outlet 13 and waste pipe IV 16 are tightly connected with air flotation pool 9 all respectively, the bottom of air flotation pool 9 is provided with sludge pump I 10, and sludge pump I 10 is connected with the arm I 17 be arranged on the left of it, be provided with hole in the bottom of the left wall of air flotation pool 9, the hole that the bottom that arm I 17 passes the left wall of air flotation pool 9 is provided with, arm I 17 and air flotation pool 9 are tightly connected, and arm I 17 is connected with the sludge-discharge pipe I 18 be arranged on the left of it, the below of air flotation pool 9 is provided with settler 14, and air flotation pool 9 is connected with settler 14, and lower end and the settler 14 of waste pipe IV 16 are tightly connected, be provided with in the below of residue outlet 13 and connect slag cylinder 15, connect slag cylinder 15 and be arranged on settler 14, the bottom of settler 14 is provided with sludge pump II 20, and sludge pump II 20 is connected with the arm II 19 be arranged on the left of it, the left wall of settler 14 is provided with hole, the hole that the left wall that arm II 19 passes settler 14 is provided with, arm II 19 and settler 14 are for being tightly connected, and arm II 19 is connected with the sludge-discharge pipe I 18 be arranged on the left of it, the bottom of settler 14 is provided with lift pump II 21, and lift pump II 21 is arranged on the right side of sludge pump II 20, and lift pump II 21 is connected with the waste pipe II 22 be arranged on the right side of it, the right wall of settler 14 is provided with hole, the hole that the right wall that waste pipe II 22 passes settler 14 is provided with, waste pipe II 22 and settler 14 are tightly connected, the below of settler 14 is provided with sludge thickener 23, and sludge-discharge pipe I 18 extend in sludge thickener 23, and sludge-discharge pipe I 18 and sludge thickener 23 are tightly connected, the right side of waste pipe II 22 is provided with reaction tank 24, the left wall of reaction tank 24 is provided with hole, the hole that the right-hand member of waste pipe II 22 is provided with through the left wall of reaction tank 24 extend in reaction tank 24, and waste pipe II 22 and reaction tank 24 are tightly connected, in reaction tank 24, be provided with dividing plate I 25 and dividing plate II 26, dividing plate II 26 is arranged on the right side of dividing plate I 25, and the height of dividing plate I 25 is greater than the height of dividing plate II 26, and dividing plate I 25 and dividing plate II 26 are for be arrangeding in parallel, reaction tank 24 is divided into anaerobic zone 27, aerobic zone 28 and settling region 29 by dividing plate I 25 and dividing plate II 26 uniformly from left to right successively, the bottom of aerobic zone 28 is provided with aeration head I 30, and aeration head I 30 is connected with the inlet pipe I 31 be arranged on the right side of it, inlet pipe I 31 is connected with the inlet manifold 32 be arranged on the right side of it, inlet manifold 32 is provided with blower fan 33, the bottom of settling region 29 is provided with sludge pump III 37, sludge pump III 37 is connected with the sludge-discharge pipe II 38 be arranged on the right side of it, the You Bi bottom of reaction tank 24 is provided with hole, the hole that the You Bi bottom that sludge-discharge pipe II 38 passes reaction tank 24 is provided with, sludge-discharge pipe II 38 and reaction tank 24 are tightly connected, sludge-discharge pipe II 38 is arranged on the right side of sludge thickener 23, and left end and the sludge thickener 23 of sludge-discharge pipe II 38 are tightly connected, in the middle part of the right wall of reaction tank 24, stopping property is connected with waste pipe III 39, and the height location of waste pipe III 39 is lower than the height location of dividing plate II 26, the below of waste pipe III 39 is provided with filtering basin 34, and the lower end of waste pipe III 39 extend in filtering basin 34, filtering basin 34 are arranged on the right side of reaction tank 24, and the bottom of filtering basin 34 is provided with aeration head II 36, and aeration head II 36 is connected with the inlet pipe II 35 be arranged on the right side of it, and upper end and the inlet manifold 32 of inlet pipe II 35 are tightly connected, the bottom of filtering basin 34 is provided with sludge pump IV 40, and sludge pump IV 40 is arranged on the right side of aeration head II 36, sludge pump IV 40 is connected with the sludge-discharge pipe III 41 be arranged on the right side of it, the right wall of filtering basin 34 is provided with hole, the hole that the right wall that sludge-discharge pipe III 41 passes filtering basin 34 is provided with, sludge-discharge pipe III 41 and filtering basin 34 are tightly connected, sludge-discharge pipe III 41 is arranged on the right side of sludge thickener 23, and sludge-discharge pipe III 41 and sludge thickener 23 are tightly connected.
Also include controller 42, liquid level sensor I 43, liquid level sensor II 44, liquid level sensor III 45 and magnetic valve 46; Controller 42 is arranged on the right wall of settler 14, is disposed with liquid level sensor I 43, liquid level sensor II 44 and liquid level sensor III 45 on the top of reaction tank 24 from left to right; Liquid level sensor I 43 is positioned at directly over anaerobic zone 27, and liquid level sensor II 44 is positioned at directly over aerobic zone 28, and liquid level sensor III 45 is positioned at directly over settling region 29; Waste pipe III 39 is provided with magnetic valve 46, and upper and lower air cylinders 6, lift pump I 7, sludge pump I 10, left and right cylinder 12, sludge pump II 20, lift pump II 21, blower fan 33, sludge pump III 37, sludge pump IV 40, liquid level sensor I 43, liquid level sensor II 44, liquid level sensor III 45 are connected with controller 42 all respectively with magnetic valve 46.
Principle of work: during the work of this device, first sewage is put into water collecting basin 1, sewage is entered in water collecting basin 1 and first filtered by coarse rack plate 2, then is filtered by fine fack plate 3.After filtration after for some time, coarse rack plate 2 and fine fack plate 3 have remained the floating matter or suspended substance etc. of some bulks, then control upper and lower air cylinders 6 and carry out work, first upper and lower air cylinders 6 drives second stage expansion link 5 upwards to move, second stage expansion link 5 drives fine fack plate 3 to move up, then coarse rack plate 2 moves up again, and coarse rack plate 2 and fine fack plate 3 shift out water collecting basin 1.Some floating matter or suspended substances etc. residual on coarse rack plate 2 and fine fack plate 3 are carried out clearing up.Operator control lift pump I 7 and start working, and the sewage in water collecting basin 1 after filtering is risen in air flotation pool 9 by waste pipe I 8 by lift pump I 7.Operator control left and right cylinder 12 and work, and left and right cylinder 12 drives scraper plate 11 to move left and right.The scum silica frost on air flotation pool 9 surface is pushed to right side by scraper plate 11, and is flowed out by residue outlet 13 by scum silica frost and enter into and connect in slag cylinder 15.Sewage in air flotation pool 9, because of himself action of gravity, is entered in settler 14 by waste pipe IV 16 and precipitates.Control sludge pump I 10 to start working, the mud of air flotation pool 9 bottom settlings is drained in sludge thickener 23 by arm I 17 and sludge-discharge pipe I 18 by sludge pump I 10.Control sludge pump II 20 to start working, the mud of settler 14 bottom settlings is drained in sludge thickener 23 by arm II 19 and sludge-discharge pipe I 18 by sludge pump II 20.Control lift pump II 21 to start working, lift pump II 21 is transported in settler 14 in reaction tank 24 by waste pipe II 22 through oettIed sewage, and enters into anaerobic zone 27 simultaneously.Organism in sewage is the process of anerobe acidication in anaerobic zone 27, after treatment, in anaerobic zone 27 sewage level higher than dividing plate I 25 time automatically overflow and enter aerobic zone 28.Simultaneously start blower fan 33 work, blower fan 33 pours into gas by inlet manifold 32 in inlet pipe I 31 and inlet pipe II 35, then aeration head I 30 by gas inject to aerobic zone 28.Microorganism in aerobic zone 28 is decomposed further to the organism in sewage, the sewage level after aerobic zone 28 processes higher than dividing plate II 26 time automatically overflow and enter into settling region 29.Precipitate sewage again in settling region 29, control sludge pump III 37 and start working, the mud of settling region 29 bottom settlings is drained in sludge thickener 23 by sludge-discharge pipe II 38 by sludge pump III 37.Sewage in settling region 29 after precipitation process amasss completely and enters in filtering basin 34 by waste pipe III 39, and aeration head II 36 is by gas inject in filtering basin 34, and sewage and gas react again.Control sludge pump IV 40 to start working, the mud accumulated bottom filtering basin 34 is drained in sludge thickener 23 by sludge-discharge pipe III 41 by sludge pump IV 40, this completes the process of sewage.
Because there is controller 42, liquid level sensor I 43, liquid level sensor II 44, liquid level sensor III 45 and magnetic valve 46, controller 42 can replace manually carrying out operation, realize the automation and intelligentification of sewage disposal, this can make the more accurate of this plant running, the efficiency of sewage disposal is higher, better effects if, when in anaerobic zone 27, sewage level reaches the preset value of liquid level sensor I 43, controller 42 controls lift pump II 21 and works, lift pump II 21 will be transported in reaction tank 24 through oettIed sewage by waste pipe II 22 in settler 14, open with Time Controller 42 Controlling solenoid valve 46, sewage in settling region 29 after precipitation process is drained in filtering basin 34 by waste pipe III 39, the application of automation and intelligentification technology, reach the object of save energy.
The above embodiment only have expressed preferred implementation of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model the scope of the claims.It should be pointed out that for the person of ordinary skill of the art, without departing from the inventive concept of the premise, can also make some distortion, improvement and substitute, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (2)
1. an intelligent full-automatic sewage treatment system, is characterized in that, includes water collecting basin (1), coarse rack plate (2), fine fack plate (3), first step expansion link (4), second stage expansion link (5), upper and lower air cylinders (6), lift pump I (7), waste pipe I (8), air flotation pool (9), sludge pump I (10), scraper plate (11), left and right cylinder (12), residue outlet (13), settler (14), connect slag cylinder (15), waste pipe IV (16), arm I (17), sludge-discharge pipe I (18), arm II (19), sludge pump II (20), lift pump II (21), waste pipe II (22), sludge thickener (23), reaction tank (24), dividing plate I (25), dividing plate II (26), anaerobic zone (27), aerobic zone (28), settling region (29), aeration head I (30), inlet pipe I (31), inlet manifold (32), blower fan (33), filtering basin (34), inlet pipe II (35), aeration head II (36), sludge pump III (37), sludge-discharge pipe II (38), waste pipe III (39), sludge pump IV (40) and sludge-discharge pipe III (41), coarse rack plate (2) and fine fack plate (3) is provided with in water collecting basin (1), coarse rack plate (2) is arranged on the top of fine fack plate (3), coarse rack plate (2) is provided with first step expansion link (4), fine fack plate (3) is provided with second stage expansion link (5), second stage expansion link (5) is enclosed within first step expansion link (4), and second stage expansion link (5) and first step expansion link (4) are for being flexibly connected, first step expansion link (4) is connected with the upper and lower air cylinders (6) of side disposed thereon, the bottom of water collecting basin (1) is provided with lift pump I (7), and lift pump I (7) is connected with the waste pipe I (8) be arranged on the right side of it, the right wall of water collecting basin (1) is provided with hole, the hole that the left end of waste pipe I (8) is provided with through the right wall of water collecting basin (1), waste pipe I (8) and water collecting basin (1) are for being tightly connected, the right side of waste pipe I (8) is provided with air flotation pool (9), the left wall of air flotation pool (9) is provided with hole, the hole that the right-hand member of waste pipe I (8) is provided with through air flotation pool (9) Zuo Bishang extend in air flotation pool (9), and waste pipe I (8) and air flotation pool (9) are for being tightly connected, the inside of air flotation pool (9) is provided with scraper plate (11), scraper plate (11) is arranged on the top of waste pipe I (8), scraper plate (11) is connected with the left and right cylinder (12) be arranged on the left of it, and left and right cylinder (12) is arranged on the left side of air flotation pool (9), the right wall of air flotation pool (9) is provided with residue outlet (13) and waste pipe IV (16), waste pipe IV (16) is arranged on the below of residue outlet (13), and residue outlet (13) and waste pipe IV (16) are tightly connected with air flotation pool (9) all respectively, the bottom of air flotation pool (9) is provided with sludge pump I (10), and sludge pump I (10) is connected with the arm I (17) be arranged on the left of it, hole is provided with in the bottom of the left wall of air flotation pool (9), the hole that arm I (17) is provided with through the bottom of the left wall of air flotation pool (9), arm I (17) and air flotation pool (9) are tightly connected, and arm I (17) is connected with the sludge-discharge pipe I (18) be arranged on the left of it, the below of air flotation pool (9) is provided with settler (14), and air flotation pool (9) is connected with settler (14), and lower end and the settler (14) of waste pipe IV (16) are tightly connected, be provided with in the below of residue outlet (13) and connect slag cylinder (15), connect slag cylinder (15) and be arranged on settler (14), the bottom of settler (14) is provided with sludge pump II (20), and sludge pump II (20) is connected with the arm II (19) be arranged on the left of it, the left wall of settler (14) is provided with hole, the hole that arm II (19) is provided with through the left wall of settler (14), arm II (19) and settler (14) are for being tightly connected, and arm II (19) is connected with the sludge-discharge pipe I (18) be arranged on the left of it, the bottom of settler (14) is provided with lift pump II (21), lift pump II (21) is arranged on the right side of sludge pump II (20), and lift pump II (21) is connected with the waste pipe II (22) be arranged on the right side of it, the right wall of settler (14) is provided with hole, the hole that waste pipe II (22) is provided with through the right wall of settler (14), waste pipe II (22) and settler (14) are tightly connected, the below of settler (14) is provided with sludge thickener (23), sludge-discharge pipe I (18) extend in sludge thickener (23), and sludge-discharge pipe I (18) and sludge thickener (23) are tightly connected, the right side of waste pipe II (22) is provided with reaction tank (24), the left wall of reaction tank (24) is provided with hole, the hole that the right-hand member of waste pipe II (22) is provided with through the left wall of reaction tank (24) extend in reaction tank (24), and waste pipe II (22) and reaction tank (24) are tightly connected, dividing plate I (25) and dividing plate II (26) is provided with in reaction tank (24), dividing plate II (26) is arranged on the right side of dividing plate I (25), the height of dividing plate I (25) is greater than the height of dividing plate II (26), and dividing plate I (25) and dividing plate II (26) are for be arrangeding in parallel, reaction tank (24) is divided into anaerobic zone (27), aerobic zone (28) and settling region (29) by dividing plate I (25) and dividing plate II (26) uniformly from left to right successively, the bottom of aerobic zone (28) is provided with aeration head I (30), and aeration head I (30) is connected with the inlet pipe I (31) be arranged on the right side of it, inlet pipe I (31) is connected with the inlet manifold be arranged on the right side of it (32), inlet manifold (32) is provided with blower fan (33), the bottom of settling region (29) is provided with sludge pump III (37), and sludge pump III (37) is connected with the sludge-discharge pipe II (38) be arranged on the right side of it, the You Bi bottom of reaction tank (24) is provided with hole, the hole that sludge-discharge pipe II (38) is provided with through the You Bi bottom of reaction tank (24), sludge-discharge pipe II (38) and reaction tank (24) are tightly connected, sludge-discharge pipe II (38) is arranged on the right side of sludge thickener (23), and left end and the sludge thickener (23) of sludge-discharge pipe II (38) are tightly connected, in the middle part of the right wall of reaction tank (24), stopping property is connected with waste pipe III (39), and the height location of waste pipe III (39) is lower than the height location of dividing plate II (26), the below of waste pipe III (39) is provided with filtering basin (34), and the lower end of waste pipe III (39) extend in filtering basin (34), filtering basin (34) are arranged on the right side of reaction tank (24), the bottom of filtering basin (34) is provided with aeration head II (36), aeration head II (36) is connected with the inlet pipe II (35) be arranged on the right side of it, and upper end and the inlet manifold (32) of inlet pipe II (35) are tightly connected, the bottom of filtering basin (34) is provided with sludge pump IV (40), and sludge pump IV (40) is arranged on the right side of aeration head II (36), sludge pump IV (40) is connected with the sludge-discharge pipe III (41) be arranged on the right side of it, the right wall of filtering basin (34) is provided with hole, the hole that sludge-discharge pipe III (41) is provided with through the right wall of filtering basin (34), sludge-discharge pipe III (41) and filtering basin (34) are tightly connected, sludge-discharge pipe III (41) is arranged on the right side of sludge thickener (23), and sludge-discharge pipe III (41) and sludge thickener (23) are tightly connected.
2. the intelligent full-automatic sewage treatment system of one according to claim 1, it is characterized in that, also include controller (42), liquid level sensor I (43), liquid level sensor II (44), liquid level sensor III (45) and magnetic valve (46); Controller (42) is arranged on the right wall of settler (14), is disposed with liquid level sensor I (43), liquid level sensor II (44) and liquid level sensor III (45) on the top of reaction tank (24) from left to right; Liquid level sensor I (43) is positioned at directly over anaerobic zone (27), liquid level sensor II (44) is positioned at directly over aerobic zone (28), and liquid level sensor III (45) is positioned at directly over settling region (29); Waste pipe III (39) is provided with magnetic valve (46), and upper and lower air cylinders (6), lift pump I (7), sludge pump I (10), left and right cylinder (12), sludge pump II (20), lift pump II (21), blower fan (33), sludge pump III (37), sludge pump IV (40), liquid level sensor I (43), liquid level sensor II (44), liquid level sensor III (45) are connected with controller (42) all respectively with magnetic valve (46).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521016364.5U CN205222954U (en) | 2015-12-09 | 2015-12-09 | Intelligent full -automatic sewage treatment system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521016364.5U CN205222954U (en) | 2015-12-09 | 2015-12-09 | Intelligent full -automatic sewage treatment system |
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| CN205222954U true CN205222954U (en) | 2016-05-11 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108178439A (en) * | 2017-12-29 | 2018-06-19 | 五河县智凯环保科技有限公司 | A kind for the treatment of method for rural sewage and its device |
| CN110104847A (en) * | 2019-06-15 | 2019-08-09 | 潍坊科技学院 | A kind of chemical plant sewage intelligence discharging processing device |
| CN110470793A (en) * | 2018-05-10 | 2019-11-19 | 北京市劳动保护科学研究所 | A kind of municipal sewage pipe network toxic and harmful gas regularity of distribution test device and method |
-
2015
- 2015-12-09 CN CN201521016364.5U patent/CN205222954U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108178439A (en) * | 2017-12-29 | 2018-06-19 | 五河县智凯环保科技有限公司 | A kind for the treatment of method for rural sewage and its device |
| CN110470793A (en) * | 2018-05-10 | 2019-11-19 | 北京市劳动保护科学研究所 | A kind of municipal sewage pipe network toxic and harmful gas regularity of distribution test device and method |
| CN110104847A (en) * | 2019-06-15 | 2019-08-09 | 潍坊科技学院 | A kind of chemical plant sewage intelligence discharging processing device |
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