CN205974078U - Integrated form modularization water treatment plant - Google Patents
Integrated form modularization water treatment plant Download PDFInfo
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- CN205974078U CN205974078U CN201620825415.7U CN201620825415U CN205974078U CN 205974078 U CN205974078 U CN 205974078U CN 201620825415 U CN201620825415 U CN 201620825415U CN 205974078 U CN205974078 U CN 205974078U
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Abstract
The utility model provides an integrated form modularization water treatment plant belongs to water purification unit technical field. Current purifier water purification efficiency and the poor problem of water purification effect have been solved to it. This integrated form modularization water treatment plant, which comprises an outer shell, inlet tube and outlet pipe, separate into the flocculation chamber in the shell, be provided with the sedimentation chamber of pipe chute or swash plate and the filter chamber that is provided with the filter material, still be connected with the water of the inlet tube of will flowing through and the blender of flocculation drug combination on the inlet tube, filter material and pipe chute or swash plate are fixed in filter chamber and sedimentation chamber's middle part respectively, the flocculation chamber is linked together through communicateing the sediment intake antrum that is located below pipe chute or the swash plate in passageway no. 1 and the sedimentation chamber, the sediment that is located pipe chute or swash plate top in the sedimentation chamber goes out the water cavity and is linked together through the filtration intake antrum that intercommunication passageway no. 2 and filter chamber are located the filter material top, the mistake that lies in the filter material below in the filter chamber filters off the water cavity and is linked together with the outlet pipe. This integrated form modularization water treatment plant has the advantage that purifying effect is gone with by purification efficiency.
Description
Technical field
This utility model belongs to purifier technical field, is related to a kind of water treatment plant, more particularly, to a kind of integrated form module
Change water treatment plant.
Background technology
More and more wider in the extent of supply of China's town and country tap water at present, and the water quality of water head site and output cannot be complete
The life requirement of full up sufficient people.Therefore, it is very necessary using the various water process measures for purified water during central water supply
, however, existing clean water treatment measure generally requires the larger water treatment plant of construction scale, not only relatively costly, construction is subject to
Place restriction is more, and there is the too low situation of utilization rate in the less place of water requirements.
For this reason, people devise a kind of Multi-functional modularized water purifying device and have applied for Chinese patent (its Application No.:
201020145990.5;Its notification number is:CN201648142U), this water-purifying apparatus is included with water inlet pipe and flocculation spoil disposal
The flocculation basin of pipe and the contact chamber being integrally connected with flocculation basin and sedimentation tank and filtering ponds, have regulating weir and top
The bottom of the swash plate in the sedimentation tank of the discharge pipeline of the ash pit in the air flotation separating chamber phase and bottom or inclined tube is collected by clear water
Device connects collector pipe, the water distributing area through contact chamber opposite side for the collector pipe with there is quartzy sand filter blanket and activated carbon filtering layer
Filtering ponds connect.This Multi-functional modularized water purifying device is integrated with required flocculent structure in water treatment procedure, sediment structure
And filtration forming as one, both enable water process, large purification factory, easy to use, low cost need not have been built again
And utilization rate is high.
Although above-mentioned Multi-functional modularized water purifying device is integrated with the structure needed for water process, it only passes through setting
One flocculation basin come to realize flocculate, flocculating effect is poor, and clear water collection device is arranged at the bottom of swash plate or inclined tube, easily collection
While clear water, the impurity of precipitation is collected, overall construction design is unreasonable, cleaning water and purifying water effect are poor.
Utility model content
The purpose of this utility model be for prior art exist the problems referred to above it is proposed that a kind of integrated modular is net
Water factory, technical problem to be solved is how to improve cleaning water and the purifying water effect of integrated modular water treatment plant.
The purpose of this utility model can be realized by following technical proposal:
Integrated modular water treatment plant, including shell, water inlet pipe and outlet pipe, described inside the shell is divided successively by dividing plate
It is divided into the separate flocculation chamber being provided with grid reaction device, be provided with the precipitation chamber of inclined tube or swash plate and be provided with filtrate
Filter chamber, described water inlet pipe is connected with above-mentioned flocculation chamber it is characterised in that being also associated with flowing on described water inlet pipe
The blender that water through water inlet pipe is mixed with flocculation medicament, above-mentioned filtrate and inclined tube or swash plate are individually fixed in filter chamber and sink
The middle part in shallow lake chamber, described flocculation chamber is entered by the precipitation that communicating passage one is located at below inclined tube or swash plate with above-mentioned precipitation intracavity
Water cavity is connected, and the precipitation water chamber that described precipitation intracavity is located above inclined tube or swash plate passes through communicating passage two and above-mentioned mistake
Be located at the filtered water inlet chamber above filtrate in filter chamber to be connected, described filter intracavity be located at filtration water chamber below filtrate with
Above-mentioned outlet pipe is connected.
When this integrated modular water treatment plant uses, current to be clean are sent into from water inlet pipe, current are through blender
When rapidly and uniformly mix with the flocculation medicament being added in water, carry out for flocculation afterwards and fully prepare, enter in current
When at the grid reaction device in flocculation chamber, by the flocculation of grid reaction device, flco is changed from small to big, uniform particle sizes are closely knit, side
The contamination precipitation continuing after an action of the bowels.The bottom in current autoprecipitation chamber is gradually increasing after entering precipitation chamber, in uphill process, by inclined tube or
Swash plate realizes mud-water separation, and impurity flco is along inclined tube wall or swash plate to being lowered into bottom, and the supernatant being located at upper strata passes through even
Circulation passage two enters into filtration intracavity, sends from outlet pipe after the filtration further of filter material.In the process, this integrated form
Modularity water treatment plant passes through blender and the priority setting of grid reaction device makes flocculating effect greatly promote, and so that current is existed
From bottom to top through swash plate or inclined tube in precipitation chamber, and the supernatant on stream upper strata of only fetching water is filtered, that is, utilize flocculent structure
Cooperation with sediment structure farthest reduces the impurity in the current entering filter chamber, then sends after current are filtered, phase
Conventionally, it is to avoid still take out, after flocculating effect difference and precipitation, the feelings being filtered containing more polymictic water
Condition, the efficiency of Water warfare and effect greatly promote.
In above-mentioned integrated modular water treatment plant, described communicating passage two include several horizontally disposed in length
The water leg of strip and the charge for remittance canal in strip, several water legs are juxtaposed on above above-mentioned inclined tube or swash plate and equal
It is connected with above-mentioned charge for remittance canal, the side wall at described water leg top all runs through and offers several through holes, several described through holes
Along the length direction distribution of water leg, described charge for remittance canal passes through pipeline connection to above-mentioned filtered water inlet chamber.In inclined tube or tiltedly
The top of plate is set up in parallel several horizontally disposed water legs can make the supernatant entirely precipitating in water chamber enter collection nearby
Tank is simultaneously delivered to filtered water inlet intracavity, improves transfer efficiency and the Water warfare efficiency of supernatant;Open up in water leg sidepiece
Through hole is collecting supernatant excessive floating thing can be avoided to enter water leg it is ensured that water purifying effect.
In above-mentioned integrated modular water treatment plant, described filtered water inlet intracavity is provided with and is connected with above-mentioned charge for remittance canal
Logical cloth water channel, above-mentioned filtrate is arranged in the filter grid one and filter grid two being fixed in the middle part of filter chamber, and described cloth water channel has
Outlet one and outlet two and outlet one and outlet two are correspondingly arranged in above above-mentioned filter grid one and filter grid two respectively, institute
The current in cloth water channel stated through filter grid one or filter grid two and can enter the filtration water outlet positioned at filter grid one and filter grid two lower section
Chamber.The water being delivered in cloth water channel is delivered to respectively in two corresponding filter grids through two outlets and is filtered, and improves
The efficiency of filter.
In above-mentioned integrated modular water treatment plant, described shell is also associated with can be with above-mentioned filtration water chamber phase
The recoil tube of connection, forms drain chamber between described filter grid one and the lateral wall of filter grid two, this drain chamber is by drain pipe even
Pass to outer side.Water treatment plant after long-time use needs to carry out backwash, makes current by way of from recoil water inlet tube
Enter in filtration water chamber and rise in filter grid one and filter grid two, impurity remaining in filter grid etc. is gone out upwards, when
When current exceed the peak of filter grid, from filter grid side, wall is spilled over to draining intracavity, is discharged the water with impurity by drain pipe,
Ensure that the filter capacity of filtrate, improve efficiency and the effect of Water warfare.
In above-mentioned integrated modular water treatment plant, the diapire of described drain chamber be obliquely installed and diapire minimum point
It is connected with above-mentioned drain pipe.The diapire of drain chamber is obliquely installed the discharge that can facilitate current and impurity, reduces the residual of impurity.
In above-mentioned integrated modular water treatment plant, described cloth water channel is by above-mentioned pipeline and described charge for remittance canal phase
Connection, this pipeline is provided with the flow control valve of the uninterrupted that can adjust in pipeline, described outlet one and filter grid one
Between the intracavity that filters be fixed with the cell body one of side opening, the bottom sidewall of this cell body one runs through offer and sweeps hole flushing one,
This is swept and is fixed with horizontally disposed deflector one on the side wall of cell body one of hole flushing one lower section, the described position sweeping hole flushing one with
The apical position of above-mentioned filter grid side wall is contour.The structure of cell body two is also identical.Adjusted according to different water yield flow rate adjustables
The aperture of valve, improves transfer efficiency while ensureing filter effect;In backwash, in order to avoid away from filter grid side wall
Impurity swims in cannot discharge on the water surface, can sweeping the impurity of floating by way of hole flushing one is outwards washed by water to row by cell body one
Water cavity direction goes out so that impurity is fully discharged with current, to ensure the filter capacity of filtrate.Outlet two and filter grid two
Place can equally arrange mutually isostructural cell body two, from sweeping hole flushing two by the impurity of floating in filter grid two to drain chamber on cell body two
Direction is discharged.
In above-mentioned integrated modular water treatment plant, described blender includes tubular cylinder, and the two of this cylinder
End end is respectively provided with water inlet and outlet, and described cylinder is fixedly connected with and cylinder lumen phase on the side wall of water inlet
The chemical feed pipe of connection, described cylinder medial wall is fixedly connected with hybrid blade in the form of sheets, described hybrid blade is in the shape of a spiral
And the axis spiral setting along cylinder, two sides of described hybrid blade are fixedly connected on the medial wall of cylinder, described mixed
It is provided with hing straps and protrude hybrid blade surface and the micro- resistance bar in strip.The cylinder two ends of blender respectively with water inlet pipe phase
Connection, makes the water of entrance water inlet pipe all flow through in the cylinder of blender, flocculation medicament is put in current by chemical feed pipe, water
Stream is quickly sufficiently mixed with the flocculation medicament being added to the water through the helically energy of flow, and the micro- resistance bar protruding can add
The fluctuation of acute current, promotes the mixing of water and medicament further.
In above-mentioned integrated modular water treatment plant, the upper and lower surface of described hybrid blade is provided with micro-
Resistance bar, and micro- resistance bar is each perpendicular to the axis of cylinder.It is i.e. whole that the upper and lower surface of hybrid blade is provided with micro- resistance bar
Be provided with micro- resistance bar on the side wall of helical duct, and micro- resistance bar is vertical with the axis of cylinder can farthest promote current
Fluctuation, and then improve the mixed effect of water and medicament.
In above-mentioned integrated modular water treatment plant, the bottom in described flocculation chamber and precipitation chamber is provided with spoil disposal
Pipe, this discharge pipeline includes horizontally disposed body in a tubular form, and one end of this body blocks as blocking end, and the other end of body is opened
Mouth is water side, and the side wall of described body is connected with the expansion dredging tube mouth in a tubular form being connected with tube cavity, this expansion
Open dredging tube mouth to be inclined on body and to body closure end lopsidedness, if offering involvement on the side wall of described body
Connect hole, the two ends of described expansion dredging tube mouth are respectively connection end and inhale mud end, described connection end be inserted into connection in the hole and with
Body passes through welding or is adhesively fixed.Discharge pipeline is by the differential water pressures outside body and inside body by chamber and the precipitation of flocculating
The impurity in bottom of chamber portion is drawn in discharge pipeline and discharges through the water side of discharge pipeline, reduces flocculation chamber and the impurity of precipitation intracavity
Residual, it is to avoid impurity is taken in filter chamber.
In above-mentioned integrated modular water treatment plant, described grid reaction device include some horizontally sets transverse slat and
Some longitudinally disposed stringer boards, described transverse slat and stringer board are in strip and are all obliquely installed, and described transverse slat and stringer board surround in bucket-shaped
Reacting hole, described transverse slat has some upward openings and the draw-in groove one being obliquely installed, the inclining of two neighboring described draw-in groove one
Tilted direction is contrary, and described stringer board has draw-in groove two that is some downwardly open and being obliquely installed, two neighboring described draw-in groove two
Incline direction is contrary, and described stringer board is embedded in draw-in groove one, and described transverse slat is embedded in draw-in groove two.Bucket is formed on grid reaction device
The reacting hole of shape can make current form whirlpool, the flowing of aggravation current at grid reaction device, improves flocculating effect further;And
The dismounting of grid can be facilitated by way of draw-in groove grafting.
In above-mentioned integrated modular water treatment plant, described communicating passage one includes being arranged at flocculation chamber and precipitation
Cushion chamber between chamber, this cushion chamber is crossed the mouth of a river and flocculation chamber by one respectively and is precipitated intake antrum and be connected, described buffering
Bottom of chamber portion is provided with discharge pipeline.The setting of cushion chamber can make the current of violent flow in grid reaction device gentle at cushion chamber
Get off, the impurity after flocculation both can have been made to carry out preliminary sedimentation in buffering intracavity, also can reduce current and precipitation mucosal structure is rushed
Hit.
Compared with prior art, this integrated modular water treatment plant has advantages below:
1st, this integrated modular water treatment plant passes through the cooperation of blender and grid reaction device and communicating passage one and even
The reasonable setting of circulation passage two position enables at flocculation chamber in whole integrated modular water treatment plant, precipitation chamber and filter chamber
Realize respective water treatment efficiency to greatest extent, thus further improving the Water warfare of whole integrated modular water treatment plant
Effect and purification efficiency.
2nd, in blender, the design of the design of helical structure and micro- resistance bar makes the water flow fluctuation in blender more violent, makes
Current and flocculation medicament mixing are more abundant, are follow-up flocculation and precipitation provides basis good enough, improve the effect of Water warfare
Really.
3rd, in filter chamber the structure design of cell body one and cell body two so that the impurity in filter grid one and filter grid two can be rinsed
Obtain more thoroughly it is ensured that the filter capacity of filtrate, improve efficiency and the effect of filtration.
Brief description
Fig. 1 is the structural representation of this integrated modular water treatment plant.
Fig. 2 is the cross section structure diagram at the filter chamber of this integrated modular water treatment plant.
Fig. 3 is the cross section structure diagram of blender in this integrated modular water treatment plant.
Fig. 4 is the structural representation of grid reaction device in this integrated modular water treatment plant.
Fig. 5 is the structural representation of the transverse slat of grid reaction device.
Fig. 6 is the cross section structure diagram of discharge pipeline in this integrated modular water treatment plant.
Fig. 7 is the cross section structure diagram at cell body one in this integrated modular water treatment plant.
In figure, 1, shell;2nd, water inlet pipe;3rd, outlet pipe;4th, dividing plate;5th, flocculation chamber;51st, grid reaction device;511st, transverse slat;
511a, draw-in groove one;512nd, stringer board;513rd, reacting hole;6th, precipitate chamber;61st, inclined tube;62nd, precipitate intake antrum;63rd, precipitate water chamber;
64th, water leg;64a, through hole;65th, charge for remittance canal;66th, pipeline;7th, filter chamber;71st, filtrate;72nd, filtered water inlet chamber;73rd, filter out
Water cavity;74th, cloth water channel;74a, outlet one;74b, outlet two;75th, filter grid one;76th, filter grid two;77th, drain chamber;8th, mix
Device;81st, cylinder;82nd, water inlet;83rd, outlet;84th, chemical feed pipe;85th, hybrid blade;86th, micro- resistance bar;9th, recoil tube;10th, flow
Adjustable valve;11st, cell body one;11a, sweep hole flushing one;11b, deflector one;12nd, discharge pipeline;12a, body;12b, closure end;
12c, water side;12d, expansion dredging tube mouth;13rd, cushion chamber;14th, cross the mouth of a river.
Specific embodiment
The following is specific embodiment of the utility model and combine accompanying drawing, the technical solution of the utility model is made further
Description, but this utility model is not limited to these embodiments.
As shown in figure 1, this integrated modular water treatment plant includes shell 1, water inlet pipe 2 and outlet pipe 3, pass through in shell 1
Dividing plate 4 is separated into separate being provided with the flocculation chamber 5 of grid reaction device 51, be provided with the precipitation of inclined tube 61 or swash plate successively
Chamber 6 and the filter chamber 7 being provided with filtrate 71.Wherein, water inlet pipe 2 is connected with and can will flow through the water of water inlet pipe 2 and be added to the water
The well-mixed blender of flocculation medicament 8;Inclined tube 61 or swash plate are fixed on the middle part precipitating chamber 6, and precipitation chamber 6 is separated into position
In precipitation intake antrum 62 and the superposed precipitation water chamber 63 of bottom, filtrate 71 is fixed on the middle part of filter chamber 7, will filter
The filtration water chamber 73 that chamber 7 is separated into superposed filtered water inlet chamber 72 and is located at bottom.Water inlet pipe 2 is connected with flocculation chamber 5
Logical, flocculation chamber 5 is passed through communicating passage one and is connected with precipitation intake antrum 62, and precipitation water chamber 63 passes through communicating passage two and filters
Intake antrum 72 is connected, and filters water chamber 73 and is connected with outlet pipe 3.
In the present embodiment, communicating passage one includes the cushion chamber 13 being arranged between flocculation chamber 5 and precipitation chamber 6, and this delays
Rush chamber 13 respectively by one cross the mouth of a river 14 with flocculation chamber 5 and precipitation intake antrum 62 be connected, and flocculation chamber 5, precipitate intake antrum 62
It is provided with discharge pipeline 12 with cushion chamber 13 bottom;Communicating passage two includes several horizontally disposed water legs in strip
64 and the charge for remittance canal 65 in strip, several water legs 64 be juxtaposed on above inclined tube 61 or swash plate and all with charge for remittance canal
65 are connected, and the side wall at water leg 64 top all runs through and offers several through hole 64a, and several through hole 64a are along water leg 64
Length direction is distributed, and charge for remittance canal 65 is communicated to the cloth water channel 74 in filtered water inlet chamber 72 by pipeline 66, and this pipeline 66 connects
There is the flow control valve 10 that can adjust the uninterrupted in pipeline 66;Existing inclined tube 61 is selected in precipitation chamber 6.
It is separated into several separate point chambeies also by dividing plate 4, each point of intracavity is provided with from top to bottom in flocculation chamber 5
Several all horizontally disposed grid reaction devices 51, the water inlet end in each point of chamber and water side are divided into top and the bottom in point chamber.
As shown in Fig. 2 the middle part of filter chamber 7 is provided with separate filter grid 1 and filter grid 2 76, filtrate 71 is arranged
In filter grid 1 and filter grid 2 76, the bottom of filter grid 1 and filter grid 2 76 is filter plate.Cloth water channel 74 has outlet one
74a and outlet two 74b and outlet one 74a and outlet two 74b are correspondingly arranged in filter grid 1 and filter grid 2 76 respectively
Side, the current in cloth water channel 74 through filter grid 1 or filter grid 2 76 and can enter below filter grid 1 and filter grid 2 76
Filter water chamber 73.It is fixed with the cell body 1 of side opening, such as in filter chamber 7 between outlet one 74a and filter grid 1
Shown in Fig. 7, the bottom sidewall of this cell body 1 runs through offer and sweep hole flushing one 11a, this sweeps the cell body one below hole flushing one 11a
Horizontally disposed deflector one 11b is fixed with 11 side wall, sweeps the position of hole flushing one 11a and the top position of filter grid 1 side wall
Put contour.It is fixed with the cell body two of side opening in filter chamber 7 between outlet two 74b and filter grid 2 76, this cell body two
Structure is identical with the structure of cell body 1 and both are symmetrical arranged, and repeats no more here.
Be also associated with shell 1 can with filter the recoil tube 9 that be connected of water chamber 73, filter grid 1 and filter grid 2 76 outer
Form drain chamber 77, this drain chamber 77 is communicated to outside shell 1 by drain pipe between the wall of side.In the present embodiment, outlet pipe 3
Two arms being a supervisor with recoil tube 9, the diapire of drain chamber 77 is obliquely installed and the minimum point of diapire and drain pipe phase
Connection.In filter grid 1, the medial wall near drain chamber 77 has inwardly projecting stop part one, the upper and lower sides of this stop part one
Face is the guide surface being obliquely installed, and this guide surface is used for stopping filtrate 71, prevents filtrate 71 from floating and is discharged;Equally
Ground, in filter grid 2 76, the medial wall near drain chamber 77 has and stop part one structure identical stop part two.
As shown in figure 3, blender 8 includes tubular cylinder 81, the two ends end of this cylinder 81 is respectively provided with water inlet
82 and outlet 83, cylinder 81 is fixedly connected with the chemical feed pipe with cylinder 81 intracavity inter-connection on the side wall of water inlet 82
84, cylinder 81 medial wall is fixedly connected with hybrid blade 85 in the form of sheets.Hybrid blade 85 is in the shape of a spiral and along cylinder 81
Axis spiral is arranged, and two sides of hybrid blade 85 are fixedly connected on the medial wall of cylinder 81, and hybrid blade 85 is arranged
Have and protrude hybrid blade 85 surface and the micro- resistance bar 86 in strip.In the present embodiment, the upper surface of hybrid blade 85 and following table
Face is provided with micro- resistance bar 86, and micro- resistance bar 86 is each perpendicular to the axis of cylinder 81.Here, cylinder 81 two ends of blender 8 are divided
It is not connected with water inlet pipe 2, so that the water of entrance water inlet pipe 2 is all flowed through in the cylinder 81 of blender 8, the medicament that will flocculate passes through dosing
Pipe 84 is put in current, and current are quickly sufficiently mixed with the flocculation medicament being added to the water through the helically energy of flow,
And the micro- resistance bar 86 protruding can aggravate the fluctuation of current, promote the mixing of water and medicament further.
As shown in Figure 4 and Figure 5, grid reaction device 51 includes the transverse slat 511 of some horizontally sets and some longitudinally disposed
Stringer board 512, transverse slat 511 and stringer board 512 are in strip and are all obliquely installed, and transverse slat 511 and stringer board 512 surround in bucket-shaped reacting hole
513.Some upward openings and draw-in groove one 511a being obliquely installed, the inclination of two neighboring draw-in groove one 511a are had on transverse slat 511
In opposite direction.Draw-in groove two that is some downwardly open and being obliquely installed, the incline direction of two neighboring draw-in groove two are had on stringer board 512
On the contrary, stringer board 512 is embedded in draw-in groove one 511a, and transverse slat 511 is embedded in draw-in groove two.Formed bucket-shaped on grid reaction device 51
Reacting hole 513 can make current form whirlpool, the flowing of aggravation current at grid reaction device 51, improves flocculating effect further;
And the dismounting of grid can be facilitated by way of draw-in groove grafting.
As shown in fig. 6, discharge pipeline 12 includes horizontally disposed body 12a in a tubular form, one end of this body 12a blocks and is
Another end opening of closure end 12b, body 12a is water side 12c.It is connected with the side wall of body 12a and body 12a inner chamber phase
The expansion dredging tube mouth 12d in a tubular form of connection, this expansion dredging tube mouth 12d are inclined on body 12a and to body 12a
Closure end 12b lopsidedness.Some connecting holes are offered on the side wall of body 12a, the two ends of expansion dredging tube mouth 12d are respectively
Connection end and suction mud end, and connection end is inserted into connection in the hole and with body 12a by welding or being adhesively fixed.Discharge pipeline 12
It is, by the differential water pressures outside body 12a and inside body 12a, the impurity in flocculate chamber 5 and precipitation chamber 6 bottom is drawn into row
Discharge in mud pipe 12 and through the water side 12c of discharge pipeline 12, decrease the impurities left in flocculation chamber 5 and precipitation chamber 6, keep away
Exempt from impurity to be taken in filter chamber 7
When this integrated modular water treatment plant uses, current to be clean are sent into from water inlet pipe 2, current are through blender
Rapidly and uniformly mix with the flocculation medicament being added in water when 8, carry out for flocculation afterwards and fully prepare.Enter in current
During at the grid reaction device 51 in flocculation chamber 5, the flocculation passing sequentially through the grid reaction device 51 in several point of chamber will be wadded a quilt with cotton
Body changes from small to big, and uniform particle sizes are closely knit, and part flco sinks to the bottom in flocculation chamber 5, discharges through discharge pipeline 12.Current autoprecipitation chamber
6 bottom is gradually increasing after entering precipitation intake antrum 62, in uphill process, realizes mud-water separation by inclined tube 61 or swash plate, miscellaneous
Matter flco is along inclined tube 61 wall or swash plate to being lowered into bottom, and the supernatant being located at upper strata enters into each collection by through hole 64a
Tank 64 is interior and converges in charge for remittance canal 65, is conveyed to the cloth water channel 74 in filtered water inlet chamber 72 through pipeline 66.Current are from cloth
Outlet one 74a on water channel 74 and outlet two 74b is respectively through sweeping sweeping on hole flushing one 11a and cell body two on cell body 1
Hole flushing two is flowed in filter grid 1 and filter grid 2 76 and is filtered, and water flows through after the filtration further of filter material 71 through filtering out
Water cavity 73 and outlet pipe 3 are sent.
Integrated modular water treatment plant after long-time use needs to carry out backwash, by the side intaking from recoil tube 9
Formula makes current enter in filtration water chamber 73 and rise in filter grid 1 and filter grid 2 76, will remain in filter grid 1 and filter
Impurity in lattice 2 76 is gone out upwards, when current exceed the peak of the side wall of filter grid 1 and filter grid 2 76, from filter grid one
75 and the side wall of filter grid 2 76 be spilled in drain chamber 77, and by drain pipe, the water with impurity is discharged it is ensured that filtrate
71 filter capacity, improves efficiency and the effect of Water warfare.
When in this backwash process, in order to avoid swimming in the water surface away from the impurity of filter grid 1 and filter grid 2 76 side wall
On cannot discharge, can by cell body 1 sweep hole flushing one 11a and sweeping of cell body two will float by way of hole flushing two is outwards washed by water
Impurity go out so that impurity is fully discharged with current to drain chamber 77 direction, to ensure the filter capacity of filtrate 71.
Specific embodiment described herein is only explanation for example to this utility model spirit.This utility model institute
Belong to those skilled in the art described specific embodiment can be made with various modifications or supplement or using similar
Mode substitute, but without departing from of the present utility model spirit or surmount scope defined in appended claims.
Claims (10)
1. integrated modular water treatment plant, including shell (1), water inlet pipe (2) and outlet pipe (3), passes through in described shell (1)
Dividing plate (4) is separated into separate being provided with the flocculation chamber (5) of grid reaction device (51), be provided with inclined tube (61) or oblique successively
The precipitation chamber (6) of plate and the filter chamber (7) being provided with filtrate (71), described water inlet pipe (2) is connected with above-mentioned flocculation chamber (5)
Logical it is characterised in that being also associated with flowing through the water of water inlet pipe (2) on described water inlet pipe (2) and flocculating what medicament mixed
Blender (8), above-mentioned filtrate (71) and inclined tube (61) or swash plate are individually fixed in filter chamber (7) and the middle part of precipitation chamber (6),
Described flocculation chamber (5) is entered by the interior precipitation being located at below inclined tube (61) or swash plate of communicating passage one and above-mentioned precipitation chamber (6)
Water cavity (62) is connected, and is located at the precipitation water chamber (63) above inclined tube (61) or swash plate and passes through even in described precipitation chamber (6)
It is located at the filtered water inlet chamber (72) above filtrate (71) in circulation passage two and above-mentioned filter chamber (7) to be connected, described filter chamber
(7) it is located at the filtration water chamber (73) below filtrate (71) in be connected with above-mentioned outlet pipe (3).
If 2. integrated modular water treatment plant according to claim 1 is it is characterised in that described communicating passage two includes
The dry horizontally disposed water leg (64) in strip and the charge for remittance canal (65) in strip, several water legs (64) and
Row are arranged at and are connected above above-mentioned inclined tube (61) or swash plate and all with above-mentioned charge for remittance canal (65), described water leg (64) top
Side wall all run through and offer several through holes (64a), several described through holes (64a) divide along the length direction of water leg (64)
Cloth, described charge for remittance canal (65) is communicated to above-mentioned filtered water inlet chamber (72) by pipeline (66).
3. integrated modular water treatment plant according to claim 2 is it is characterised in that described filtered water inlet chamber (72) is interior
It is provided with the cloth water channel (74) being connected with above-mentioned charge for remittance canal (65), above-mentioned filtrate (71) is arranged at and is fixed in filter chamber (7)
In the filter grid one (75) in portion and filter grid two (76), described cloth water channel (74) has outlet one (74a) and outlet two (74b)
And outlet one (74a) and outlet two (74b) are correspondingly arranged in above above-mentioned filter grid one (75) and filter grid two (76) respectively, institute
The current in cloth water channel (74) stated through filter grid one (75) or filter grid two (76) and can enter positioned at filter grid one (75) and filter grid
Filtration water chamber (73) below two (76).
4. integrated modular water treatment plant according to claim 3 is it is characterised in that be also connected with described shell (1)
There are the recoil tube (9) being connected, the outside of described filter grid one (75) and filter grid two (76) with above-mentioned filtration water chamber (73)
Form drain chamber (77), this drain chamber (77) is communicated to outside shell (1) by drain pipe between wall.
5. integrated modular water treatment plant according to claim 4 is it is characterised in that described cloth water channel (74) is by upper
State pipeline (66) to be connected with described charge for remittance canal (65), this pipeline (66) is provided with the flow that can adjust in pipeline (66) big
Little flow control valve (10), is fixed with upside in the filter chamber (7) between described outlet one (74a) and filter grid one (75)
The cell body one (11) of opening, the bottom sidewall of this cell body one (11) runs through offer and sweeps hole flushing one (11a), this sweeps hole flushing one
(11a) it is fixed with horizontally disposed deflector one (11b) on the side wall of cell body one (11) below, described sweeps hole flushing one
(11a) position is contour with the apical position of above-mentioned filter grid one (75) side wall.
6. the integrated modular water treatment plant according to any one in Claims 1 to 5 is it is characterised in that described is mixed
Clutch (8) includes tubular cylinder (81), and the two ends end of this cylinder (81) is respectively provided with water inlet (82) and outlet
(83), described cylinder (81) is fixedly connected with the chemical feed pipe with cylinder (81) intracavity inter-connection on the side wall of water inlet (82)
(84), described cylinder (81) medial wall is fixedly connected with hybrid blade (85) in the form of sheets, described hybrid blade (85) is in spiral shell
Rotation shape and the axis spiral setting along cylinder (81), two sides of described hybrid blade (85) are fixedly connected on cylinder (81)
On medial wall, described hybrid blade (85) is provided with and protrudes hybrid blade (85) surface and the micro- resistance bar (86) in strip.
7. integrated modular water treatment plant according to claim 6 it is characterised in that described hybrid blade (85) upper
Surface and lower surface are provided with micro- resistance bar (86), and micro- resistance bar (86) is each perpendicular to the axis of cylinder (81).
8. the integrated modular water treatment plant according to any one in Claims 1 to 5 is it is characterised in that described wadding
The bottom of solidifying chamber (5) and precipitation chamber (6) is provided with discharge pipeline (12), this discharge pipeline (12) include horizontally disposed in a tubular form
Body (12a), one end of this body (12a) blocks as blocking end (12b), and another end opening of body (12a) is water side
(12c), the side wall of described body (12a) is connected with the expansion dredging tube mouth in a tubular form with body (12a) intracavity inter-connection
(12d), this expansion dredging tube mouth (12d) is inclined at body (12a) above and to body (12a) closure end (12b) inclination
Tiltedly, the side wall of described body (12a) offers some connecting holes, the two ends of described expansion dredging tube mouth (12d) respectively connect
Connect end and inhale mud end, described connection end is inserted into connection in the hole and passes through welding with body (12a) or be adhesively fixed.
9. the integrated modular water treatment plant according to any one in Claims 1 to 5 is it is characterised in that described net
Reaction grid device (51) includes the transverse slat (511) of some horizontally sets and some longitudinally disposed stringer boards (512), described transverse slat
(511) it is in strip and is all obliquely installed with stringer board (512), described transverse slat (511) and stringer board (512) surround in bucket-shaped reacting hole
(513), described transverse slat (511) has some upward openings and the draw-in groove one (511a) being obliquely installed, two neighboring described card
The incline direction of groove one (511a) is contrary, and described stringer board (512) has draw-in groove two that is some downwardly open and being obliquely installed, phase
The incline direction of adjacent two described draw-in grooves two is contrary, and described stringer board (512) is embedded in draw-in groove one (511a), described transverse slat
(511) it is embedded in draw-in groove two.
10. the integrated modular water treatment plant according to any one in Claims 1 to 5 is it is characterised in that described company
Circulation passage one includes the cushion chamber (13) being arranged between flocculation chamber (5) and precipitation chamber (6), and this cushion chamber (13) passes through one respectively
Cross the mouth of a river (14) to be connected with flocculation chamber (5) and precipitation intake antrum (62), described cushion chamber (13) bottom is provided with discharge pipeline
(12).
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CN201620825415.7U CN205974078U (en) | 2016-07-29 | 2016-07-29 | Integrated form modularization water treatment plant |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106082495A (en) * | 2016-07-29 | 2016-11-09 | 净化控股集团股份有限公司 | Integrated modular water treatment plant |
CN110523112A (en) * | 2019-08-09 | 2019-12-03 | 中国电建集团核电工程有限公司 | Settler, flocculation precipitation pretreatment equipment and its installation method |
-
2016
- 2016-07-29 CN CN201620825415.7U patent/CN205974078U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106082495A (en) * | 2016-07-29 | 2016-11-09 | 净化控股集团股份有限公司 | Integrated modular water treatment plant |
CN110523112A (en) * | 2019-08-09 | 2019-12-03 | 中国电建集团核电工程有限公司 | Settler, flocculation precipitation pretreatment equipment and its installation method |
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Denomination of utility model: Integrated modular water purifying plant Effective date of registration: 20190626 Granted publication date: 20170222 Pledgee: Yuhuan Branch of China Construction Bank Co., Ltd. Pledgor: Purification of holdings Limited by Share Ltd Registration number: 2019330000171 |