CN203781944U - Full-automatic aeration micro filtration machine - Google Patents
Full-automatic aeration micro filtration machine Download PDFInfo
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- CN203781944U CN203781944U CN201320893705.1U CN201320893705U CN203781944U CN 203781944 U CN203781944 U CN 203781944U CN 201320893705 U CN201320893705 U CN 201320893705U CN 203781944 U CN203781944 U CN 203781944U
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- water inlet
- water
- full
- dissolved oxygen
- pipe
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Abstract
The utility model relates to a full-automatic aeration micro filtration machine. The full-automatic aeration micro filtration machine comprises a water inlet pipe, a water distributing and oxygen dissolving system, a first bypass pipe, a filtering tank, a second bypass pipe and a water collecting tank, wherein the water inlet pipe comprises a water inlet horizontal pipe and a water inlet vertical pipe, the water inlet horizontal pipe is communicated with the water inlet vertical pipe; the water distributing and oxygen dissolving system is communicated with the water inlet pipe, an overflow slot is formed in the top of the water distributing and oxygen dissolving system, the overflow slot is arranged at the top of the water inlet vertical pipe and is communicated with the water inlet vertical pipe, an overflow hole is formed in the overflow slot, the interior of the water distributing and oxygen dissolving system is a water distributing and oxygen dissolving chamber, the water distributing and oxygen dissolving chamber is communicated with the overflow hole; one end of the first bypass pipe is communicated with the water distributing and oxygen dissolving chamber, the other end of the first bypass pipe is communicated with the top of the filtering tank; one end of the second bypass pipe is communicated with the bottom of the filtering tank; the second bypass pipe is communicated with the water collecting tank. The full-automatic aeration micro filtration machine has the characteristic of low energy consumption.
Description
Technical field
The utility model relates to filtering technique, particularly relates to a kind of Full-automatic aeration Microfilter.
Background technology
Swimming pool, man-made lake or landscape water etc., the water return outlet flow by gravity of its inner water at the bottom of via pond, enter to carry out filtration, purification in Microfilter through waterpower Flow-rate adjustment opening/closing device is laggard, after filter, clear water enters aeration balanced reservoir, pump to swimming pool etc. and locate by lift pump again, ultraviolet algae removal device and disinfectant feeding device are set on lift pump outlet pipeline.
Tradition pressure filter tank is to utilize special filter sand that the small dirt in swimming-pool water is eliminated.Filter sand, as the medium of removing dirt, is loaded in the cavity in strainer.In the time that control knob is got to " FILTER " position, the Chi Shui of the dirt particulate that contains suspension is by being pumped in filter pipeline, then arrived the water outlet of strainer by the guiding of trip switch.Chi Shui is through strainer, and small dirt is filtered out by husky bed trapping.Clear water after filtration turns back to swimming pool by pipeline by filter bottom again through trip switch.For traditional Microfilter, its hay tank is a totally enclosed system, and system works pressure is large, and energy consumption is high, and cannot automatic backwash, needs personal management, has caused energy consumption higher, has improved running cost.
Utility model content
Based on this, be necessary to provide a kind of Full-automatic aeration Microfilter that can reduce energy consumption.
A kind of Full-automatic aeration Microfilter, comprising:
Water inlet pipe, described water inlet pipe comprises transverse water inlet pipe and water inlet vertical tube, described transverse water inlet pipe is connected with described water inlet vertical tube;
Water distribution dissolved oxygen system, be connected with described water inlet pipe, described water distribution dissolved oxygen system top offers overflow groove, described overflow groove is positioned at the top of described water inlet vertical tube, and be connected with described water inlet vertical tube, on described overflow groove, offer overflow weir, described water distribution dissolved oxygen internal system is water distribution dissolved oxygen chamber, and described water distribution dissolved oxygen chamber is connected with described overflow weir;
The first bypass pipe, its one end is connected with described water distribution dissolved oxygen chamber;
Hay tank, its inside is provided with filtering layer, and the other end of described the first bypass pipe is connected with the top of described hay tank;
The second bypass pipe, its one end is connected with the bottom of described hay tank; And
Water collecting basin, described the second bypass pipe is connected with described water collecting basin.
In an embodiment, described overflow groove is " V " font groove therein.
In an embodiment, the both sides of described overflow groove cell wall and bottom land all offer overflow weir therein, and described overflow weir is slotted hole, and the bearing of trend of described overflow weir is identical with the bearing of trend of described overflow groove.
In an embodiment, described water distribution dissolved oxygen system top is circular therein, and described overflow groove is multiple, and multiple described overflow grooves are spaced at described water distribution dissolved oxygen system top.
In an embodiment, also comprise therein:
Siphon pipe, for falling " U " character form structure, described siphonal one end is communicated in the top of described hay tank;
Back flushing water shoot, is connected with described siphon pipe.
In an embodiment, described filtering layer comprises five layers of magnetite layer, one deck quartz sand layer and one deck anthracite layer therein, and five layers of described magnetite layer and quartz sand layer and anthracite layer stack gradually.
In an embodiment, described hay tank is multiple therein, and multiple described hay tanks are divided into described water distribution dissolved oxygen system around.
In above-mentioned Full-automatic aeration Microfilter, its whole equipment is gravity open type structure, when operation head loss little, the required pressure that provides is little, has reduced energy consumption.Meanwhile, above-mentioned Full-automatic aeration Microfilter, by the cooperation of the assemblies such as siphon pipe, has been realized the back flushing of device, has realized the automatization clean to Full-automatic aeration Microfilter, has further saved manpower and materials.
Brief description of the drawings
Fig. 1 is the structural representation of the Full-automatic aeration Microfilter in the utility model preferred embodiment;
Fig. 2 is the concrete structure figure of overflow groove in Full-automatic aeration Microfilter shown in Fig. 1;
Fig. 3 is the vertical view of Full-automatic aeration Microfilter shown in Fig. 1;
Fig. 4 is the concrete structure figure of another state of Full-automatic aeration Microfilter shown in Fig. 1 (back flushing).
Embodiment
For the ease of understanding the utility model, below with reference to relevant drawings, the utility model is described more fully.In accompanying drawing, provide preferred embodiments of the present utility model.But the utility model can be realized in many different forms, be not limited to embodiment described herein.On the contrary, providing the object of these embodiments is make the disclosure of the present utility model understand more comprehensively thorough.
It should be noted that, when element is called as " being fixed on " another element, it can be directly on another element or also can have an element placed in the middle.When an element is considered to " connection " another element, it can be directly connected to another element or may have centering elements simultaneously.Term as used herein " vertical ", " level ", " left side ", " right side " and similar statement just for illustrative purposes, do not represent it is unique embodiment.
Unless otherwise defined, all technology that use are herein identical with the implication that belongs to the common understanding of those skilled in the art of the present utility model with scientific terminology.The term using in specification sheets of the present utility model herein, just in order to describe the object of concrete embodiment, is not intended to be restriction the utility model.Term as used herein " and/or " comprise one or more relevant Listed Items arbitrarily with all combinations.
Refer to Fig. 1, the Full-automatic aeration Microfilter 100 in the utility model preferred embodiment, comprises water inlet pipe 110, water distribution dissolved oxygen system 120, the first bypass pipe 130, hay tank 140, the second bypass pipe 150 and water collecting basin (figure is mark not).
Water inlet pipe 110 comprises transverse water inlet pipe 112 and water inlet vertical tube 114, and transverse water inlet pipe 112 is connected with water inlet vertical tube 114.Need water to be processed to enter through transverse water inlet pipe 112, and be transported to the upper end of whole Full-automatic aeration Microfilter 100 by water inlet vertical tube 114.
Water distribution dissolved oxygen system 120 is connected with water inlet pipe 110.See also Fig. 2, water distribution dissolved oxygen system 120 tops offer overflow groove 122, and overflow groove 122 is positioned at into the top of water vertical tube 114, and are connected with water inlet vertical tube 114.On overflow groove 122, offer overflow weir 124, water distribution dissolved oxygen system 120 is inner is water distribution dissolved oxygen chamber (figure is mark not), and water distribution dissolved oxygen chamber is connected with overflow weir 124.
Specifically in the present embodiment, overflow groove 122 is " V " font groove.Both sides and the bottom land of overflow groove 122 cell walls all offer overflow weir 124.Overflow weir 124 is slotted hole, and the bearing of trend of overflow weir 124 is identical with the bearing of trend of overflow groove 122.See also Fig. 3, water distribution dissolved oxygen system 120 tops are circular, and overflow groove 122 is multiple, and multiple overflow grooves 122 are spaced at water distribution dissolved oxygen system 120 tops, to be uniformly distributed in the top of water distribution dissolved oxygen system 120.
The height of whole water distribution dissolved oxygen system 120 is roughly 2.2 meters.Need water to be processed to be delivered to overflow groove 122 through water inlet vertical tube 114, and by and fall by overflow weir 124 from both sides and the bottom land of overflow groove 122, each overflow groove 122 all has three place's drops place, and then forms multiple cascades, has increased the contact area with air.
Water falls from two meters of eminences, fully contacts with airborne oxygen, and according to oxygen principle of transfer, raising total oxygen transfer coefficient need be strengthened the turbulence level of current liquid phase main body, reduces thickness of liquid film, accelerates the renewal at gas, liquid interface, increases gas, liquid contact area.Water is abundant aeration in air, makes to be rich in dissolved oxygen in water, and the obnoxious flavour such as ammonia, carbonic acid gas in water overflows from water surface simultaneously.Because redoxomorphism is the Main Function of water body purification, can there is fierce oxidizing reaction with pollutent in the dissolved oxygen in water, remove thus the objectionable impurities in water simultaneously.According to water quality detection, the dissolved oxygen after processing in water is keeping state of saturation, makes water freshization, activation all the time.
Please again consult Fig. 1, one end of the first bypass pipe 130 is connected with water distribution dissolved oxygen chamber.The other end of the first bypass pipe 130 is connected with the top of hay tank 140.
Hay tank 140 is multiple, and multiple hay tanks 140 are divided into water distribution dissolved oxygen system 120 around.The inside of hay tank 140 is provided with filtering layer 142, and water, through after aeration, is delivered to the top of hay tank 140 by the first bypass pipe 130, and falls, to filter through filtering layer 142.
Filtering layer 142 comprises five layers of magnetite layer, one deck quartz sand layer and one deck anthracite layer, and five layers of magnetite layer and quartz sand layer and anthracite layer stack gradually.Wherein, the thickness of first to fourth layer is respectively 4cm, 5cm, 6cm, 5cm, each layer of magnetite particle diameter difference, and iron-holder is 44.4%.The magnetite iron-holder of layer 5 magnetite layer is 43.5%, thick 15cm.The thickness of layer 6 quartz sand layer is 15cm.The thickness 10cm of layer 7 anthracite layer.In the time that the impurity in water passes through filtering layer 142, owing to adsorbing the surface that is attracted to filtering material particle with some impurity of cohesion.Through test gained, while using above-mentioned filtering layer 142, when current are by after the first layer, it has held back 97% impurity, can hold back the impurity of 97% in the first layer residue 3% by the second layer, and when by parity of reasoning to layer 7, water quality is all purified.Show that according to water quality detection intestinal bacteria clearance reaches 80%～95%.
One end of the second bypass pipe 150 is connected with the bottom of hay tank 140, and the other end is connected with water collecting basin.Clear water after filtration flows out from filtering layer 142 bottoms, is delivered to water collecting basin through the second bypass pipe 150, and water collecting basin all has and is communicated with multiple hay tanks 140, even to ensure each filter tank water outlet.Water collecting basin water flow to aeration balanced reservoir through effluent trough, after secondary aeration and disinfection, pumps back former water body by water pump.
Along with equipment moves for a long time, the impurity that filtering layer 142 surfaces are trapped is more and more, and the resistance of filtration also increases thereupon.In order to address the above problem, see also Fig. 4, above-mentioned Full-automatic aeration Microfilter 100 also comprises siphon pipe 160 and back flushing water shoot 170.
Siphon pipe 160 is for falling " U " character form structure.One end of siphon pipe 160 is communicated in the top of hay tank 140.Along with the increase of the resistance filtering, the water level in hay tank 140 rises, when water level rises to certain height, when meeting siphon condition, current can form automatic siphon by siphon pipe 160, and the water in hay tank 140 can be reverse by filtering layer 142, with the impurity with filtering layer 142 surfaces.Waste water flow to the catch pit of equipment lower end through siphon pipe 160, back flushing water shoot 170 is connected with siphon pipe 160, and waste water is finally discharged by water shoot.Whole process approximately 2.5 minutes.Whole process realizes completely automatically, and in backwash process, the operation of not impact equipment is filtered.
In above-mentioned Full-automatic aeration Microfilter 100, its whole equipment is gravity open type structure, when operation head loss little, the required pressure that provides is little, has reduced energy consumption.Meanwhile, above-mentioned Full-automatic aeration Microfilter 100, by the cooperation of siphon pipe 160 assemblies such as grade, has been realized the back flushing of device, has realized the automatization clean to Full-automatic aeration Microfilter 100, has further saved manpower and materials.
In addition, above-mentioned Full-automatic aeration Microfilter 100, it is intake by and falls by overflow weir 124 from both sides and the bottom land of overflow groove 122, and then forms multiple cascades, has increased the contact area with air.And then raising total oxygen transfer coefficient need be strengthened the turbulence level of current liquid phase main body, reduction thickness of liquid film, the renewal at acceleration gas, liquid interface, increase gas, liquid contact area.Water is abundant aeration in air, makes to be rich in dissolved oxygen in water, and the obnoxious flavour such as ammonia, carbonic acid gas in water overflows from water surface simultaneously, has effectively removed the nutrition such as nitrogen phosphorus.Because redoxomorphism is the Main Function of water body purification, can there is fierce oxidizing reaction with pollutent in the dissolved oxygen in water, remove thus the objectionable impurities in water simultaneously.According to water quality detection, the dissolved oxygen after processing in water is keeping state of saturation, makes water freshization, activation all the time.
The above embodiment has only expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but can not therefore 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 concept of the premise utility, can also make some distortion and improvement, 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 (7)
1. a Full-automatic aeration Microfilter, is characterized in that, comprising:
Water inlet pipe, described water inlet pipe comprises transverse water inlet pipe and water inlet vertical tube, described transverse water inlet pipe is connected with described water inlet vertical tube;
Water distribution dissolved oxygen system, be connected with described water inlet pipe, described water distribution dissolved oxygen system top offers overflow groove, described overflow groove is positioned at the top of described water inlet vertical tube, and be connected with described water inlet vertical tube, on described overflow groove, offer overflow weir, described water distribution dissolved oxygen internal system is water distribution dissolved oxygen chamber, and described water distribution dissolved oxygen chamber is connected with described overflow weir;
The first bypass pipe, its one end is connected with described water distribution dissolved oxygen chamber;
Hay tank, its inside is provided with filtering layer, and the other end of described the first bypass pipe is connected with the top of described hay tank;
The second bypass pipe, its one end is connected with the bottom of described hay tank; And
Water collecting basin, described the second bypass pipe is connected with described water collecting basin.
2. Full-automatic aeration Microfilter according to claim 1, is characterized in that, described overflow groove is " V " font groove.
3. Full-automatic aeration Microfilter according to claim 2, is characterized in that, the both sides of described overflow groove cell wall and bottom land all offer overflow weir, and described overflow weir is slotted hole, and the bearing of trend of described overflow weir is identical with the bearing of trend of described overflow groove.
4. Full-automatic aeration Microfilter according to claim 2, is characterized in that, described water distribution dissolved oxygen system top is circular, and described overflow groove is multiple, and multiple described overflow grooves are spaced at described water distribution dissolved oxygen system top.
5. Full-automatic aeration Microfilter according to claim 2, is characterized in that, also comprises:
Siphon pipe, for falling " U " character form structure, described siphonal one end is communicated in the top of described hay tank;
Back flushing water shoot, is connected with described siphon pipe.
6. Full-automatic aeration Microfilter according to claim 1, is characterized in that, described filtering layer comprises five layers of magnetite layer, one deck quartz sand layer and one deck anthracite layer, and five layers of described magnetite layer and quartz sand layer and anthracite layer stack gradually.
7. Full-automatic aeration Microfilter according to claim 1, is characterized in that, described hay tank is multiple, and multiple described hay tanks are divided into described water distribution dissolved oxygen system around.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320893705.1U CN203781944U (en) | 2013-12-31 | 2013-12-31 | Full-automatic aeration micro filtration machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320893705.1U CN203781944U (en) | 2013-12-31 | 2013-12-31 | Full-automatic aeration micro filtration machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203781944U true CN203781944U (en) | 2014-08-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320893705.1U Expired - Fee Related CN203781944U (en) | 2013-12-31 | 2013-12-31 | Full-automatic aeration micro filtration machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203781944U (en) |
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2013
- 2013-12-31 CN CN201320893705.1U patent/CN203781944U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140820 Termination date: 20171231 |