CN207391157U - A kind of integral water purifier - Google Patents
A kind of integral water purifier Download PDFInfo
- Publication number
- CN207391157U CN207391157U CN201721338577.9U CN201721338577U CN207391157U CN 207391157 U CN207391157 U CN 207391157U CN 201721338577 U CN201721338577 U CN 201721338577U CN 207391157 U CN207391157 U CN 207391157U
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- China
- Prior art keywords
- siphon
- water
- pipe
- tube
- water tank
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Abstract
The utility model discloses a kind of integral water purifiers, including water tank (1), coagulating room (2) are equipped in the upper end of the water tank (1), water inlet (21) is equipped in the upper end of the coagulating room (2), the outside of the coagulating room (2), which surrounds, is equipped with a circle sedimentation basin (3), it is communicated in the lower end of the sedimentation basin (3) and stores hopper dredger (4), drainpipe (31) is equipped on the sedimentation basin (3), which extends downwardly connects with siphon pipe (8)；One end of the siphon pipe (8) is connected with water seal weir (7), which is additionally provided with siphon control unit.The utility model controls filtering area and water tank to form siphonage automatic backwash by siphon control unit, controls the cycle of siphonage；On the other hand, in backwash process, the water inlet for avoiding drainpipe enters siphon pipe, improves backwash efficiency, reduces the waste of water, has saved cost.
Description
Technical field
The utility model is related to technical field of drinking water treatment, more particularly to a kind of integral water purifier.
Background technology
Existing integral water purifier, only when water head loss by filtration reaches setting value, siphoning installation could start rainbow
Suction acts on, and starts backwash process, this requires the distance between the water level in clear water reserviors and nozzle of auxiliary siphon tube, promptly
The whole loss of flood peak must determine suitably to be worth starts backwash process when can just be maintained at value that filtration resistance reaches certain, institute
After being decided with the value of the final loss of flood peak in such cases, the entry condition of backwash artificially can not be controlled and adjusted；When
When cleaning the water level decreasing in water tank to below the lower port of siphon destructing tube, backwash process terminates, so backwash is tied
The beam time is also unable to control.Meanwhile at the end of valveless filtering pool automatic back-washing, the water in siphon destructive bucket is just complete by siphon,
There is water to be supplemented in again immediately, cause indivedual filter tank backwashes that cannot terminate, cycle backwash；It is actual to play backwash during filter back washing
What is acted on is the water storage in the filtered water tank of filter tank, but due to continuing to intake during filter back washing, and flow velocity is very fast, this part
Water does not play the role of backwash, while directly outer row, also takes up space in drainpipe, reduces back washing strength, extends
Backwashing time causes water to waste, and increases water producing cost；It backwashes and uses siphon mode draining, in flushing process, in siphon
Riser is directly connected with filtrate, and filtrate is easily brought siphon tedge by current and is discharged, and causes the loss of filtrate.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of formation and end that can flexibly control siphonage,
And it can flexibly control the integral water purifier of the formation and end of backwash.
The technical solution of the utility model is as follows：
Including water tank, coagulating room is equipped in the upper end of the water tank for a kind of integral water purifier, anti-in the coagulation
The upper end of room is answered to be equipped with water inlet, the outside of the coagulating room, which surrounds, is equipped with a circle sedimentation basin, in the lower end of the sedimentation basin
Storage hopper dredger is communicated with, drainpipe is equipped on the sedimentation basin, the drainpipe is equipped with Unidirectional solenoid valve, and the drainpipe is to downward
It stretches and is connected with siphon pipe；The siphon pipe is additionally provided with two connecting pins, and one end is connected with filtering area, and the other end connects with water seal weir
Logical, the filtering area is connected with water tank；The siphon pipe is additionally provided with siphon control unit, the rainbow with one end that water seal weir connects
Inhaling control unit includes the first auxiliary siphon tube, siphon destructing tube, forces flush pipe and shakedown pipe, first siphon auxiliary
The upper end of pipe is helped to be connected with the correspondence position of siphon pipe, lower end is connected with three-dimensional connector, other two connects on the three-dimensional connector
One in head is connected with the second auxiliary siphon tube, another is connected with shakedown pipe, second auxiliary siphon tube it is another
One end is connected with water seal weir, and described one end for forcing flush pipe is connected with the first auxiliary siphon tube, and the other end is connected with water pump；Institute
It states one end of siphon destructing tube to connect with the correspondence position of siphon pipe, the other end is equipped with the bending segment bent straight down, this is curved
The lower end of trisection is equipped with air valve with stretching into water tank on the shakedown pipe；According to the SEA LEVEL VARIATION in water tank, by the first rainbow
It inhales auxiliary tube and forces flush pipe cooperation, automatic backwash is formed to filtering area and water tank, then by siphon destructing tube and is forced broken
The cycle of bad management and control siphonage processed.
Using more than structure, water enters coagulating room by water inlet, enters back into sedimentation basin, is sent into and filters through drainpipe
Area, after filtered area's filtering, clear water flows into water tank from communicating pipe, and after water tank is full of, discharge flows into clear water reserviors.With the fortune of filtering
Row, filtering area cut it is dirty after resistance gradually increase, the water level in the siphon pipe being connected with filtering area is made constantly to raise, and along siphon pipe
Reflux rises, and when water level reaches the nozzle of auxiliary siphon tube, water drastically falls along the auxiliary siphon tube, and the air in pipe
It takes away, negative pressure is generated in siphon pipe, under suction function, the water in water seal weir enters siphon pipe, and water level rises rapidly, and and rainbow
The water level to flow back in suction pipe converges connection and just forms siphon, forms automatic backwash state, negative pressure increase, and Unidirectional solenoid valve opens
Dynamic, drainpipe no longer enters settling zone from sedimentation basin water filling, does not interfere with back washing strength, reduces water producing cost in this way, working as
The water level of water tank declines gradually, and when dropping to below siphon destructing tube nozzle, air enters siphon pipe, rainbow through siphon destructing tube
Suction effect will be destroyed, and backwash process terminates, and Unidirectional solenoid valve is closed, and filtering area recovers water inlet, starts following for new cycle
Inscription of loop；When needing to interrupt siphonage halfway, air valve can be opened, directly forces to terminate rainbow by shakedown pipe injection air
It is drawn through journey and backwash process；Alternatively, opening water pump, by pressure flush pipe water filling, the water of injection enters filtering through siphon pipe
Area, under the hydraulic pressure effect of water pump, backwash process is forced to terminate, and can also enter next cycle and cycle, reality simple in structure
With,
In order to effectively control the cycle of siphonage, preferably, the bending segment is stretched into where the port of water tank one end
Plane, less than 8~10cm of ordinary water level in water tank.
In order to preferably achieve the purpose that siphonage, preferably, the siphon pipe is folded upward at extending, the elongated end
Equipped with the vertical section to be formed is bent downward, height where the bending place is less than the height of water inlet place plane, the vertical section
Lower end is connected with water seal weir；It is connected in the lower end tube wall of the bending place siphon pipe correspondence position with the first auxiliary siphon tube, upper end
Tube wall is connected with siphon destructing tube.
In order to provide enough negative pressure during siphonage, preferably, being equipped with out on the top of the water tank
Water pipe, the outlet pipe and the height of water tank junction are higher than drainpipe and the height of siphon pipe junction.
In order to which the impurity in sewage is made preferably to precipitate, preferably, being equipped with blender in the coagulating room.
In order to improve the efficiency of filtering, preferably, being equipped with filter material layer in the filtering area.
For the ease of presetting the intensity of pressure of backwash and backwashing period, preferably, in the siphon pipe (8)
The port that end is connected with water seal weir is equipped with taper regulating valve.
Advantageous effect：The utility model controls filtering area and water tank to form siphonage automatic backflushing by siphon control unit
It washes, controls the cycle of siphonage；On the other hand, in backwash process, the water inlet for avoiding drainpipe enters siphon pipe, carries
High backwash efficiency, reduces the waste of water, has saved cost.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the A-A direction views in Fig. 1.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in Fig. 1 and Fig. 2, the utility model is made of water tank 1 etc., and coagulating is equipped in the upper end of the water tank 1
Room 2 is equipped with water inlet 21 in the upper end of the coagulating room 2, blender 22 is equipped in the coagulating room 2, this is mixed
The outside of solidifying reative cell 2, which surrounds, is equipped with a circle sedimentation basin 3, is communicated in the lower end of the sedimentation basin 3 and stores hopper dredger 4, in the precipitation
Pond 3 is equipped with drainpipe 31, and the drainpipe 31 is equipped with Unidirectional solenoid valve 32, which extends downwardly and siphon pipe 8
Connection.
The siphon pipe 8 is additionally provided with two connecting pins, and one end is connected with filtering area 5, and the other end is connected with water seal weir 7,
The port that the siphon pipe 8 connects end with water seal weir 7 is equipped with taper regulating valve 6, and filter material layer 51 is equipped in the filtering area 5,
The filtering area 5 is connected with water tank 1；The siphon pipe 8 is additionally provided with siphon control unit, the rainbow with one end that water seal weir 7 connects
Inhaling control unit includes the first auxiliary siphon tube 81, siphon destructing tube 82, forces flush pipe 83 and shakedown pipe 84, described
Shakedown pipe 84 is equipped with air valve 841, and the upper end of first auxiliary siphon tube 81 is connected with the correspondence position of siphon pipe 8,
Lower end is connected with three-dimensional connector, and one on the three-dimensional connector in other two connector is connected with the second auxiliary siphon tube 811,
Another is connected with shakedown pipe 84, and the other end of second auxiliary siphon tube 811 is connected with water seal weir 7, the pressure
One end of flush pipe 83 is connected with the first auxiliary siphon tube 81, and the other end is connected with water pump.
The siphon pipe 8 is folded upward at extending, which is equipped with and bends downward the vertical section to be formed, where the bending place
Highly it is less than the height of 21 place plane of water inlet, the lower end of the vertical section is connected with water seal weir 7；In the bending place siphon pipe pair
The lower end tube wall of position is answered to be connected with the first auxiliary siphon tube 81, upper end tube wall is connected with siphon destructing tube 82；The siphon is broken
One end of bad pipe 82 is connected with the correspondence position of siphon pipe 8, and the other end is equipped with the bending segment 821 bent straight down, the bending
The lower end of section 821 and stretch into water tank 1, the bending segment 821 stretches into plane where the port of 1 one end of water tank, less than in water tank 1 just
8~10cm of ordinary water level according to the SEA LEVEL VARIATION in water tank 1, from the first auxiliary siphon tube 81 and is forced with flush pipe 83, to mistake
It filters area 5 and water tank 1 forms automatic backwash, then the cycle of siphonage is controlled by siphon destructing tube 82 and shakedown pipe 84.
Outlet pipe 11 is equipped on the top of the water tank 1, the outlet pipe 11 and the height of 1 junction of water tank are higher than draining
Pipe 31 and the height of 8 junction of siphon pipe.
The application method of the utility model is as follows：
It as shown in Fig. 1 to Fig. 2, first passes through and adjusts taper regulating valve 6, preset the week of back washing strength and backwash
Phase to adjust built-in length of 82 nozzle of siphon destructing tube in water tank, that is, adjusts 82 nozzle of siphon destructing tube and normal water
The difference in height of position so that the cycle of siphonage is adapted with backwashing period.
During normal operation, water, into coagulating room 2, is entered back into sedimentation basin 3, is sent into through drainpipe 31 by water inlet 21
Filtering area 5, after filtered area 5 is filtered, clear water flows into water tank 1 from communicating pipe (not indicating), after water tank 1 is full of, through outlet pipe 11
Discharge flows into clear water reserviors (not indicating).
With the operation of filtering, resistance gradually increases after filtering area 5 cuts dirt, makes in the siphon pipe 8 being connected with filtering area 5
Water level constantly raises, and flows back and rise along siphon pipe 8, when water level reaches the nozzle of auxiliary siphon tube, the water of reflux along this
One auxiliary siphon tube 81 drastically falls, and the air in siphon pipe 8 is taken away, and negative pressure is generated in siphon pipe 8, in suction function
Under, into 8 vertical section of siphon pipe in communication, water level rises rapidly the water in water seal weir 7, the flowing water to flow back from filtering area 5
Water seal weir 7 is flowed into through the first auxiliary siphon tube 81 and the second auxiliary siphon tube 811, and the water level with flowing back in siphon pipe 8 converges
Connection just forms siphonage, forms automatic backwash state, negative pressure increase, and Unidirectional solenoid valve 32 starts, and drainpipe is no longer
Enter settling zone 5 from 3 water filling of sedimentation basin, do not interfere with back washing strength, reduce water producing cost in this way, when water tank water level gradually
Gradually decline, when dropping to below the nozzle of bending segment 821, air enters siphon pipe 8, siphonage quilt through siphon destructing tube 82
It destroys, backwash process terminates, and Unidirectional solenoid valve 32 is closed, and filtering area 5 recovers water inlet, starts the circular flow in new cycle.
When needing to interrupt siphonage halfway, air valve 841 can be started, inject air pressure, it is manual by shakedown pipe 84
Siphonage is released, forces to terminate siphonic process, i.e. backwash process；Alternatively, water pump (not indicating) can be also opened, by forcing
83 water filling of flush pipe, the water of injection enter filtering area 5 through siphon pipe 8, and under the hydraulic pressure effect of water pump, backwash process is forced
Terminate, can also enter next cycle and cycle.
The filtrate on water seal weir 7 is flowed by multiple siphonage, can also be come back to using backwash process through siphon pipe 8
Filtering area 5, filtrate are not easy to be lost, and can recycle, and simple and practical in structure, simple operation reduces water producing cost.
The non-description section of the utility model is consistent with the prior art, and therefore not to repeat here.
It these are only the embodiment of the utility model, it does not limit the scope of the patent of the present invention, every profit
The equivalent structure made with the utility model specification and accompanying drawing content is directly or indirectly used in other relevant technology necks
Domain, similarly within the scope of patent protection of the utility model.
Claims (7)
1. a kind of integral water purifier, including water tank (1), it is characterised in that：Coagulating is equipped in the upper end of the water tank (1)
Room (2) is equipped with water inlet (21) in the upper end of the coagulating room (2), and the outside of the coagulating room (2), which surrounds, is equipped with one
Sedimentation basin (3) is enclosed, is communicated in the lower end of the sedimentation basin (3) and stores hopper dredger (4), drainpipe is equipped on the sedimentation basin (3)
(31), the drainpipe (31) is equipped with Unidirectional solenoid valve (32), which extends downwardly connects with siphon pipe (8)；
The siphon pipe (8) is additionally provided with two connecting pins, and one end is connected with filtering area (5), and the other end is connected with water seal weir (7), described
Filtering area (5) is connected with water tank (1)；The siphon pipe (8) is additionally provided with siphon control unit with one end that water seal weir (7) connect,
The siphon control unit includes the first auxiliary siphon tube (81), siphon destructing tube (82), forces flush pipe (83) and force broken
Bad pipe (84), the upper end of first auxiliary siphon tube (81) are connected with the correspondence position of siphon pipe (8), and lower end is connected with three-dimensional
Connector, one on the three-dimensional connector in other two connector is connected with the second auxiliary siphon tube (811), another is connected with
Shakedown pipe (84), the other end of second auxiliary siphon tube (811) are connected with water seal weir (7), the pressure flush pipe
(83) one end is connected with the first auxiliary siphon tube (81), and the other end is connected with water pump；One end of the siphon destructing tube (82)
It is connected with the correspondence position of siphon pipe (8), the other end is equipped with the bending segment (821) bent straight down, the bending segment (821)
Lower end is equipped with air valve (841) with stretching into water tank (1) on the shakedown pipe (84)；Become according to the water level in water tank (1)
Change, from the first auxiliary siphon tube (81) and force with flush pipe (83), automatic backflushing is formed to filtering area (5) and water tank (1)
It washes, then by siphon destructing tube (82) and the cycle of shakedown pipe (84) control siphonage.
2. a kind of integral water purifier according to claim 1, it is characterised in that：The bending segment (821) stretches into water tank
(1) plane, ordinary water level 8~10cm interior less than water tank (1) where the port of one end.
3. a kind of integral water purifier according to claim 1, it is characterised in that：The siphon pipe (8) is folded upward at prolonging
It stretches, which is equipped with and bends downward the vertical section to be formed, and height is less than plane where water inlet (21) where the bending place
Highly, the lower end of the vertical section is connected with water seal weir (7)；In the lower end tube wall and the first rainbow of the bending place siphon pipe correspondence position
It inhales auxiliary tube (81) to connect, upper end tube wall is connected with siphon destructing tube (82).
4. a kind of integral water purifier according to claim 1, it is characterised in that：It is equipped on the top of the water tank (1)
Outlet pipe (11), the outlet pipe (11) and the height of water tank (1) junction are higher than drainpipe (31) and siphon pipe (8) junction
Height.
5. a kind of integral water purifier according to claim 1, it is characterised in that：It is set in the coagulating room (2)
There is blender (22).
6. a kind of integral water purifier according to claim 1, it is characterised in that：Filter is equipped in the filtering area (5)
The bed of material (51).
7. a kind of integral water purifier according to claim 1, it is characterised in that：In the siphon pipe (8) and water seal weir
(7) port for connecting end is equipped with taper regulating valve (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721338577.9U CN207391157U (en) | 2017-10-18 | 2017-10-18 | A kind of integral water purifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721338577.9U CN207391157U (en) | 2017-10-18 | 2017-10-18 | A kind of integral water purifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207391157U true CN207391157U (en) | 2018-05-22 |
Family
ID=62328510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721338577.9U Expired - Fee Related CN207391157U (en) | 2017-10-18 | 2017-10-18 | A kind of integral water purifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207391157U (en) |
-
2017
- 2017-10-18 CN CN201721338577.9U patent/CN207391157U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180522 Termination date: 20191018 |