CN2367368Y - Hydraulic self-controlled integrated water-purifier - Google Patents
Hydraulic self-controlled integrated water-purifier Download PDFInfo
- Publication number
- CN2367368Y CN2367368Y CN 99228141 CN99228141U CN2367368Y CN 2367368 Y CN2367368 Y CN 2367368Y CN 99228141 CN99228141 CN 99228141 CN 99228141 U CN99228141 U CN 99228141U CN 2367368 Y CN2367368 Y CN 2367368Y
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- CN
- China
- Prior art keywords
- water
- basin
- valve
- filtering
- filtering basin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 81
- 238000001914 filtration Methods 0.000 claims abstract description 62
- 238000006243 chemical reaction Methods 0.000 claims abstract description 29
- 230000001066 destructive effect Effects 0.000 claims description 11
- 230000000630 rising effect Effects 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 15
- 238000011010 flushing procedure Methods 0.000 abstract description 14
- 238000005189 flocculation Methods 0.000 abstract description 8
- 230000016615 flocculation Effects 0.000 abstract description 8
- 239000012535 impurity Substances 0.000 abstract description 7
- 238000004062 sedimentation Methods 0.000 abstract description 5
- 239000008213 purified water Substances 0.000 abstract 3
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 4
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 4
- 230000003068 static effect Effects 0.000 description 4
- 238000011001 backwashing Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 239000003206 sterilizing agent Substances 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000247 postprecipitation Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- Filtration Of Liquid (AREA)
Abstract
The utility model belongs to water treating equipment, particularly belonging to a hydraulic self-controlled integrated water purifier which uses the flocculation or the sedimentation method of suspended impurities to obtain purified water. The hydraulic self-controlled integrated water purifier which uses the flocculation or sedimentation method of suspended impurities to obtain purified water is composed of a water inlet pipe, an exhaust well, a reaction pool, an inclined plate sedimentation pool, a filtering pool, and an outer water outlet tank, etc. which are arranged in two concentric cylinders in a concentrated mode. The outer water outlet tank and the bottom of the filtering pool are connected by a water pipe. A siphon damage bucket is arranged on a top cover of the filtering pool. A hydraulic opening and closing valve is arranged on a water inlet pipe of the filtering pool. The hydraulic self-controlled integrated water purifier which uses the flocculation or sedimentation method of suspended impurities to obtain purified water has compact structure and convenient management. The utility model can automatically carry out back flushing.
Description
The utility model belongs to water treating equipment, especially belongs to flocculation or the sedimentation and filtration method of utilizing suspended impurity and obtains water purifying waterpower self-control integral water purifier.
In the water treating equipment of villages and small towns, industrial and mining enterprises, what use morely is traditional water technology at present.The planner generally all with reference to " urban water supply and sewerage handbook or apply mechanically relevant GB atlas, with reaction tank, heavyly drill the pond, the filtering basin five equilibrium is casually arranged with and puts.For handling that small-sized water factory that the water yield is no more than 10,000 tons villages and small towns, industrial and mining enterprises disperses treatment facility to be provided with day is imperfect big and operational management is inconvenient as floor space.In water factory's management, the back flushing control techniques in filter tank is had relatively high expectations, the planner considers that villages and small towns water factory personal management level is lower, general easy-operating double-valve filter pool or the valveless filtering pool of adopting of filter tank design, but many problems still appear in practice process, as double-valve filter pool filter and backwash process between conversion need operate two valves and backwashing period length is bad determines, often owing to the long-term deposition of the filtering layer maintenance of being forced to stop production, though automatic backwash can be realized in the valveless pond, in forming siphon and backwash process, wasted a large amount of precipitation water.
The purpose of this utility model is to provide a kind of and integrates reaction, precipitates, filters, and can control the new water purifier of back flushing and filtration procedure voluntarily.
The waterpower self-control integral water purifier of the technical scheme that the utility model adopted for forming by water inlet pipe, blast pit, reaction tank, inclined-plate clarifying basin, filtering basin, external effluent trough, rising pipe, with concentrated settings such as blast pit, reaction tank, inclined-plate clarifying basin, filtering basin, water pipe links external effluent trough and filtering basin bottom, the filtering basin top cover is provided with the siphon destructive bucket, waterpower is housed on the water inlet pipe of filtering basin opens and closes valve.
Advantage of the present utility model is 1. blast pit, reaction tank, inclined-plate clarifying basin, filtering basin are concentrated and are arranged in two concentric drums, compact construction, and floor space is few, convenient management; 2. waterpower is housed on the filtering basin water inlet pipe opens and closes valve, the filtering basin top cover is provided with the siphon destructive bucket, the filtering basin back flushing can be controlled automatically, avoided the water inlet simultaneously in backwash process of traditional valveless filtering pool, and the waste water resource phenomenon, 3. filtering basin no longer are with the back flushing water tank, saved construction costs, 4. less demanding to level of management, water factory's operation only needs 1 people's duty management, has reduced overhead charges.
Fig. 1 is a process flow sheet of the present utility model
Fig. 2 is the orthographic plan of waterpower self-control integral water purifier
Fig. 3 is the A-A sectional view of Fig. 2
Fig. 4 is all current synoptic diagram when filtering of six little filter tanks
Fig. 5 is filter tank current synoptic diagram when back flushing
Fig. 6 is the side elevational view of Fig. 5
Fig. 7 opens and closes the valve arrangement synoptic diagram for waterpower
Wherein 1 water inlet pipe, 11 inlet valves, 12 static mixers, 2 blast pits, 3 reaction tanks, 31 waved plate reaction tanks, 32 grid reaction ponds, 33 upflow tubes, 4 inclined-plate clarifying basins, 41 settling tank effluent troughs, 5 filtering basin, 51 filtering basin water inlet pipes, 52 waterpower open and close valve 521 springs 522 valve plates 523 valve rods 524 valve bodies 525 stirrups 526 spacer ring plates 53 siphon pipes 54 auxiliary siphon tubes 55 siphon destructing tubes 56 siphon destructive buckets 57 trapped wells 58 emptying shore pipes 59 filtering layers 6 rising pipes 7 external effluent trough 71 water pipes 72 dividing plates
Below in conjunction with view the utility model is described in detail.
As Fig. 1, water-purifying process flow process of the present utility model is: flocculant solution
↓ former water → static mixer → water inlet blast pit → waved plate grid reaction pond →
Sterilizing agent
↓ inclined-plate clarifying basin → valveless filtering pool → external effluent trough → clean water basin → water outlet
As shown in Figure 2, former water after adding flocculation agent by water inlet pipe 1 in inlet valve 11 enters static mixer 12, flocculation agent carries out fast, mixes tempestuously with Yuan Shui, make flocculation agent in former water uniform distribution and with water in impurity particle have an effect and form tiny alumen ustum.Be divided into symmetric two-way after having the former current intake and exhaust well 2 of tiny alumen ustum, ripple reaction tank 31 is all successively flow through on each road, grid reaction pond 32 is in this process, the further flocculation reaction formation of tiny alumen ustum particle is bigger in the water, the closely knit not breakable alumen ustum of quality, flow to inclined-plate clarifying basin 4 again, alumina blossom particles sinks to the bottom into mud under the effect of gravity in inclined-plate clarifying basin 4, regularly get rid of, the post precipitation primary water then flows into filtering basin 5 and filters, flow into external effluent trough 7 after becoming water purification, flow out by rising pipe 6, flow into again in the clean water basin after adding sterilizing agent, enter the user.
As Fig. 2, shown in Figure 3, the utility model is by water inlet pipe 1, static mixer 12, blast pit 2, reaction tank 3, inclined-plate clarifying basin 4, filtering basin 5, external effluent trough 7, rising pipe 6 is formed, with they concentrated being arranged in two concentric cylinders, the outer ring is a blast pit 2, reaction tank 3, filtering basin 5, inner ring is an inclined-plate clarifying basin 4, blast pit 2, reaction tank 3, inclined-plate clarifying basin 4 is higher than filtering basin 5, it is other that external effluent trough 7 is positioned at filtering basin 5, outer effluent trough 7 of water pipe 71 connected bodies and filtering basin 5 bottoms, the filtering basin top cover is provided with siphon destructive bucket 56, emptying shore pipe 58 is equipped with waterpower and opens and closes valve 52 on the filtering basin water inlet pipe 51.
As shown in Figure 4, filtering basin 5 are generally six one group, parallel running, and the bottom communicates, and this moment, six filter tanks 5 all were in normal drainage state, and water purification flows into water pipe 71.
As Fig. 5, shown in Figure 6, be that the filtering basin (being the 5th filtering basin among the figure) in six filtering basin are carrying out back flushing.
Filtering basin water inlet pipe 51 opens and closes valve 52 by inclined-plate clarifying basin effluent trough 41 by waterpower with water and introduces filtering basin 5, filtering basin 5 are provided with siphon destructive bucket 56, there is a trapped well 57 below, siphon pipe 53 is communicated with filtering basin water inlet pipe 51 and trapped well 57, auxiliary siphon tube 54 1 ends link to each other with siphon pipe 53 tops, the other end stretches into trapped well 57 underwaters, siphon destructing tube 55 1 ends link to each other with siphon pipe 53 tops, the other end stretches into the underwater of siphon destructive bucket 56, the dividing plate 72 that is lower than cell body is arranged in the external effluent trough 7, external effluent trough 7 has water pipe 71 to link to each other with the bottom of filtering basin 5, the other side of dividing plate has rising pipe 6 to link to each other with clean water basin, when the filtering basin works better, the water purification dividing plate 72 that overflow flows to clean water basin by rising pipe 6.
Automatic backwash process: when precipitation water flows into six filtering basin 5 through 41 uniformly distributings of settling tank effluent trough, impurity in the water is dammed in filtering layer 59, along with the impurity that is mingled with in the filtering layer 59 increases, also at any time the increase of the mistake water resistance of filtering layer 59, filtering layer 59 top water levels rise thereupon, wherein there is a certain filtering basin water level to rise to siphon pipe 53 tops at first, under the effect of auxiliary siphon tube 54, very fast formation siphon, then the back flushing of these filtering basin begins, this fashion is concentrated in other five filter tanks of normal filtration to the filter tank in back flushing just backwashing water is provided, along with back flushing is carried out, external effluent trough 7 water levels descend to some extent, and replenish a part of backwashing water to the filtering basin that carry out back flushing, a back flushing small-bore siphon destructing tube 55 at the siphon pipe top at the beginning also begins to aspirate retaining in the siphon destructive bucket 56, about about 5-6 minute retaining in the siphon destructive bucket is found time, air admission siphon pipe 53 tops of inhaling afterwards and going into, with siphon destructive, back flushing stops, in moment siphon formation just that back flushing begins and stops and destructive moment.
As shown in Figure 7, waterpower opens and closes valve 52 and is made up of spring 521, valve plate 522, valve rod 523, valve body 524, stirrup 525, valve plate 522 is connected with valve rod 523, be contained in valve body 524 inner chambers, spacer ring plate 526 is arranged in the valve body 524, spring 521 is enclosed within on the valve rod 523, withstand valve plate 522, make 526 of valve plate 522 and spacer ring plates form the flowing water passage, stirrup 525 is fixed in the two ends of valve body 524, to strengthen the rigidity of valve rod 523.
Waterpower opens and closes the principle of work of valve: when the moment that siphon forms, open and close two sides, valve plate 522 front and back in waterpower and form certain pressure difference, produce thrust thus and promote valve plate 522 and compression spring 521, valve plate 522 compresses spacer ring plate 526, it is valve closes, stop into water, thereby the drawback of having avoided traditional valveless filtering pool in backwash process, to intake simultaneously and having wasted a large amount of precipitation water, when siphon was destroyed, zero point appearred in two sides, valve plate 422 front and back pressure reduction, and spring 521 diastoles at this moment reset, valve plate 522 is backed down, filtering basin 5 begin water inlet, recover the filtration state, so go round and begin again.
Claims (5)
1. waterpower self-control integral water purifier, form by water inlet pipe (1), blast pit (2), reaction tank (3), inclined-plate clarifying basin (4), filtering basin (5), rising pipe (6), it is characterized in that it also has the outer effluent trough (7) of one, and with blast pit (2), reaction tank (3), filtering basin (5), the concentrated setting of inclined-plate clarifying basin (4), outer effluent trough (7) of water pipe (71) linker and filtering basin (5) bottom are arranged, the filtering basin top cover is provided with siphon destructive bucket (56), waterpower is housed on the filter tank water inlet pipe (51) opens and closes valve (52).
2. waterpower self-control integral water purifier according to claim 1, it is characterized in that blast pit (2), reaction tank (3), inclined-plate clarifying basin (4), filtering basin (5) are concentrated is arranged in two concentric drums, interior circle is inclined-plate clarifying basin (4), and outer toroid is blast pit (2), reaction tank (3), filtering basin (5).
3. waterpower self-control integral water purifier according to claim 1, it is characterized in that waterpower opens and closes valve (52) and is made up of spring (521), valve plate (522), valve rod (523), valve body (524), stirrup (525), valve plate (522) is connected with valve rod (523), spacer ring plate (526) is arranged in the valve body (524), and spring (521) is enclosed within on the valve rod (523).
4. waterpower self-control integral water purifier according to claim 1 and 2 is characterized in that reaction tank (3) is made up of waved plate reaction tank (31) and grid reaction pond (32), communicates between them.
5. waterpower self-control integral water purifier according to claim 1 and 2, several are one group to it is characterized in that filtering basin (5), the bottom communicates, parallel running.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99228141 CN2367368Y (en) | 1999-04-09 | 1999-04-09 | Hydraulic self-controlled integrated water-purifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99228141 CN2367368Y (en) | 1999-04-09 | 1999-04-09 | Hydraulic self-controlled integrated water-purifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2367368Y true CN2367368Y (en) | 2000-03-08 |
Family
ID=34017570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99228141 Expired - Lifetime CN2367368Y (en) | 1999-04-09 | 1999-04-09 | Hydraulic self-controlled integrated water-purifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2367368Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100396623C (en) * | 2002-02-20 | 2008-06-25 | 伊泽义信 | Water treater and water treatment method |
| CN103172155A (en) * | 2013-04-15 | 2013-06-26 | 重庆大学 | Integrated water purifying equipment for concurrent inclined plate precipitation |
| CN103232099A (en) * | 2013-04-23 | 2013-08-07 | 中国市政工程西北设计研究院有限公司 | Integrated water purifying facility for centralized water supply to villages and towns |
| CN107986513A (en) * | 2018-01-10 | 2018-05-04 | 中国水利水电第十六工程局有限公司 | A kind of circular configuration water treatment facilities and preparation method thereof |
| CN108773971A (en) * | 2018-05-31 | 2018-11-09 | 浙江鑫广环保科技有限公司 | Dyeing and printing sewage materialization-biochemistry superposing type intensive treatment system |
| CN109939491A (en) * | 2019-03-15 | 2019-06-28 | 绍兴亮华环保科技有限公司 | Integrated high-efficiency rate purifier and its filter method |
-
1999
- 1999-04-09 CN CN 99228141 patent/CN2367368Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100396623C (en) * | 2002-02-20 | 2008-06-25 | 伊泽义信 | Water treater and water treatment method |
| CN103172155A (en) * | 2013-04-15 | 2013-06-26 | 重庆大学 | Integrated water purifying equipment for concurrent inclined plate precipitation |
| CN103232099A (en) * | 2013-04-23 | 2013-08-07 | 中国市政工程西北设计研究院有限公司 | Integrated water purifying facility for centralized water supply to villages and towns |
| CN107986513A (en) * | 2018-01-10 | 2018-05-04 | 中国水利水电第十六工程局有限公司 | A kind of circular configuration water treatment facilities and preparation method thereof |
| CN108773971A (en) * | 2018-05-31 | 2018-11-09 | 浙江鑫广环保科技有限公司 | Dyeing and printing sewage materialization-biochemistry superposing type intensive treatment system |
| CN108773971B (en) * | 2018-05-31 | 2021-02-19 | 浙江鑫广环保科技有限公司 | Physicochemical-biochemical overlapped intensified treatment system for printing and dyeing sewage |
| CN109939491A (en) * | 2019-03-15 | 2019-06-28 | 绍兴亮华环保科技有限公司 | Integrated high-efficiency rate purifier and its filter method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |