CN103182202B - V-shaped pipe sedimentation tank device - Google Patents
V-shaped pipe sedimentation tank device Download PDFInfo
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- CN103182202B CN103182202B CN201110457973.4A CN201110457973A CN103182202B CN 103182202 B CN103182202 B CN 103182202B CN 201110457973 A CN201110457973 A CN 201110457973A CN 103182202 B CN103182202 B CN 103182202B
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Abstract
The invention relates to a V-shaped pipe sedimentation tank device, comprising a plurality of groups of H-shaped parallel vertical plates, wherein each group of the H-shaped parallel vertical plates is composed of a left vertical plate and a right vertical plate, a plurality of inverted-V-shaped separator plates are arranged between the left vertical plates and the right vertical plates, and a mud discharging port is naturally formed at each connection position of the left vertical plate, the right vertical plate and each upper and lower separator plate; a distance formed between each central plate of the left vertical plate and the right vertical plate and the inverted-V-shaped separator plate is a glide channel; and each glide channel is divided into a left glide channel and a right glide channel. The H-shaped structure enables two ends of the left glide channels and the right glide channels to be closed naturally to form hydrostatic areas, so that when water passes through the multiple-layer-lattice sedimentation and separation device, under the action of gravity and precipitating agents, suspended solids slide down along the separator plates, pass through the mud discharging ports to enter into the glide channels, and then pass through the glide channels to be discharged into a mud bucket. When a conventional sedimentation device is used for purifying the water, water flow leads to unfavorable effects on precipitation, and the precipitation and the purified water cannot be separated timely.
Description
Technical field:
The present invention relates to a kind of device be separated with suspension for water in water treatment facilities, be applicable to the fields such as water supply, environmental protection, chemical industry, particularly a kind of v-shaped tube sedimentation tank device.
Background technology:
1904 American Ha Zhen (Hazen) invented shallow pool theory, on this basis, in succession develop inclined-plate clarifying basin, tube settler, maze sedimentation, the design of structure is made every effort to close to desirable sedimentation basin.But above-mentioned several sedimentation basin (comprise in the same way, incorgruous, horizontal sedimentation basin) has following shortcoming:
1, current (in the same way, incorgruous) when inclined tube or swash plate, the streamflow regime that needs to change the direction of a stream of water changes, and is unfavorable for the precipitation of suspension;
2, current are in the process of inclined tube or swash plate, can produce the suspension precipitated wash away, agitaion, the suspension precipitated often is stirred again by current, causes the reversible precipitation of suspension;
3, install inclined tube (swash plate) assembly time, two triangle dead bands can be formed, reduce sedimentation basin utilization rate, decrease current area.
Except above tradition is according to except the sedimentation of shallow pool theory formation, though also have novel a kind of horizontal tube precipitation separation device to solve above-mentioned some drawbacks, also there is following weak point:
1, equipment overall structure is the parallelogram to lopsidedness, solve triangle dead band must increase by two compensating body make outward appearance formed rectangle.
2, muddy road has certain inclination, and mud easily rests on muddy road swash plate and results in blockage, and needs to rinse muddy road frequently.
The shortcoming of several settler seriously constrains the sedimentation effect of existing settler above, makes its clarifying ability, difficulty of construction all has a greatly reduced quality.
Summary of the invention:
The object of the invention is to the shortcoming overcoming above-mentioned prior art, a kind of v-shaped tube sedimentation tank device is provided.
For reaching above-mentioned purpose, the present invention adopts following technical scheme:
V-shaped tube sedimentation tank device, comprise: the parallel riser of many groups is spaced setting, one group of reverse V-shaped dividing plate is provided with between the parallel riser in interval two, it is reverse V-shaped water stream channel that two parallel risers are partitioned into several small bores by reverse V-shaped dividing plate, the distance formed between each riser and reverse V-shaped dividing plate is sliding channel, form mud discharging mouth above each reverse V-shaped dividing plate both sides and riser intersection, left and right riser makes left and right sliding channel closed at both ends and forms quiet liquid zone.
Concrete, the parallel riser 1 of many groups I shape: it comprises a central plate 11 and both sides transverse slat 12, both sides transverse slat 12 bends inwards and forms location-plate 13, and location-plate 13 forms uncovered accommodating cavity with central plate 11 respectively, often organizes the parallel riser of I shape 1 and is made up of left riser 1-1 and right riser 1-2;
Multiple reverse V-shaped dividing plate 2: it is arranged on a left side, between right riser, reverse V-shaped dividing plate 2 two ends are bent to form side plate 21 downwards, side plate 21 is fixed on described location-plate 13, reverse V-shaped dividing plate 2 is by a left side, it is reverse V-shaped water stream channel 3 that right parallel riser is partitioned into several small bores, the distance formed between each left and right riser central plate 11 and reverse V-shaped dividing plate is sliding channel 4, sliding channel is divided into two sliding channel 4-1 and 4-2 in left and right by central plate 11, the I-shaped structure of left and right riser makes left and right sliding channel two ends natural enclosing and transverse slat 12 and forms quiet liquid zone 5, the passage formed between the side plate 21 of described reverse V-shaped dividing plate and location-plate 13 is mud discharging mouth 6.Moreover, described parallel riser is rectangular flute profile riser 1 ', it is reverse V-shaped water stream channel 3 ' that two rectangular flute profile risers are partitioned into several small bores by reverse V-shaped dividing plate, rectangular flute profile riser hollow forms sliding channel 4 ', slot above each reverse V-shaped dividing plate both sides and rectangular flute profile riser 1 ' intersection and form mud discharging mouth 6 ', left and right rectangular flute profile riser 1 ' makes left and right sliding channel closed at both ends and forms quiet liquid zone 5 '.
The angle of described left riser and right riser and horizontal plane is 90 °.
Described v-shaped tube sedimentation tank device is telescopic structure, and its stretching structure comprises gangbar 7, and its napex is provided with pulling part 71, and both sides are provided with the interval side lever 72 that quantity and riser adapt; One group of " people " font expansion link is hinged on described side lever 72 in top, and two tail ends are hinged on described left and right riser respectively, are provided with roller 14 bottom described each riser 1, and roller is arranged in chute 8, and described dividing plate 2 is elastic baffle.
The structure of described gangbar 7 pulling part 71 is equal with side lever quantity and push rod one to one, and described " people " font expansion link is both sides upper and lower two groups of settings separately.
Adopt technique scheme, current when Multi-layer lattice precipitation separating device, water PARALLEL FLOW, suspension vertical sedimentation.When flow velocity one timing, component suffered by suspension are minimum, current can not have a negative impact to precipitation, the setting of mud discharging mouth simultaneously, the suspension precipitated is separated in time, sediment puts bucket under fast at vertical slideway, water then flows into exhalant region by water stream channel, accomplishes effectively to be separated with water by pollutant timely, makes precipitation become irreversible procedure.
In addition, because the present invention also can adopt stretching structure, can adjust accordingly according to different water quality situations, range of application is wider.
Accompanying drawing illustrates:
Fig. 1 is perspective view of the present invention;
Fig. 2 is planar structure schematic diagram of the present invention;
Fig. 3 is working state structure schematic diagram of the present invention;
Fig. 4 is the partial enlarged drawing of Fig. 3;
Fig. 5 is channels operation schematic diagram of the present invention;
Fig. 6 is stereoscopic-state schematic diagram of the present invention;
Fig. 7 is stretching structure schematic diagram one of the present invention;
Fig. 8 is stretching structure schematic diagram two of the present invention;
Fig. 9 is stretching structure schematic diagram three of the present invention;
Figure 10 is the perspective view of another embodiment of the present invention;
Figure 11 is the planar structure schematic diagram of another embodiment of the present invention;
Figure 12 is the working state structure schematic diagram of another embodiment of the present invention;
Figure 13 is the partial enlarged drawing of another embodiment of the present invention Figure 12.
Detailed description of the invention:
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Consult Fig. 1 mono-and Figure 13 shows that embodiments of the invention, v-shaped tube sedimentation tank device, comprise: the parallel riser of many groups is spaced setting, one group of reverse V-shaped dividing plate is provided with between the equality riser of interval two, it is reverse V-shaped water stream channel that two parallel risers are partitioned into several small bores by reverse V-shaped dividing plate, the distance formed between each riser and reverse V-shaped dividing plate is sliding channel, form mud discharging mouth above each reverse V-shaped dividing plate both sides and riser intersection, left and right riser makes left and right sliding channel closed at both ends and forms quiet liquid zone.
Concrete: the parallel riser 1 of many group I shapes: it comprises a central plate 11 and both sides transverse slat 12, both sides transverse slat 12 bends inwards and forms location-plate 13, location-plate 13 forms uncovered accommodating cavity with central plate 11 respectively, often organizes the parallel riser of I shape 1 and is made up of left riser 1-1 and right riser 1-2, multiple reverse V-shaped dividing plate 2: it is arranged on a left side, between right riser, reverse V-shaped dividing plate 2 two ends are bent to form side plate 21 downwards, side plate 21 is fixed on described location-plate 13, reverse V-shaped dividing plate 2 is by a left side, it is reverse V-shaped water stream channel 3 that right parallel riser is partitioned into several small bores, the distance formed between each left and right riser central plate 11 and reverse V-shaped dividing plate is sliding channel 4, sliding channel is divided into two sliding channel 4-1 and 4-2 in left and right by central plate 11, the I-shaped structure of left and right riser makes left and right sliding channel two ends natural enclosing and forms quiet liquid zone 5, the passage formed between the side plate 21 of described reverse V-shaped dividing plate and location-plate 13 is mud discharging mouth 6.
Moreover, described parallel riser is rectangular flute profile riser 1 ', it is reverse V-shaped water stream channel 3 ' that two rectangular flute profile risers are partitioned into several small bores by reverse V-shaped dividing plate 2 ', rectangular flute profile riser hollow forms sliding channel 4 ', slot above each reverse V-shaped dividing plate both sides and rectangular flute profile riser 1 ' intersection and form mud discharging mouth 6 ', left and right rectangular flute profile riser 1 ' makes left and right sliding channel closed at both ends and forms quiet liquid zone 5 '.
In actual use, the angle of described left riser and right riser and horizontal plane can be 90 °.
In addition, described v-shaped tube sedimentation tank device can be telescopic structure, and its stretching structure comprises gangbar 7, and its napex is provided with pulling part 71, and both sides are provided with the interval side lever 72 that quantity and riser adapt; One group of " people " font expansion link is hinged on described side lever 72 in top, and two tail ends are hinged on described left and right riser respectively, are provided with roller 14 bottom described each riser 1, and roller is arranged in chute 8, and described dividing plate 2 is elastic baffle.The structure of described gangbar 7 pulling part 71 is equal with side lever quantity and push rod one to one, and to be that both sides up and down separately more organize setting with described " people " font expansion link.
During work, when level row flows through this settler, suspension constantly precipitates under self gravitation effect, and glide along dividing plate, constantly enter sliding channel through mud discharging mouth, the suspension precipitated has departed from current main body, then enters bucket 9 through sliding channel.Because sliding channel is inner lead, sediment can not be washed away and be stirred, thus realizes sediment and be separated in time, thoroughly with clear water, ensure that the efficiency of precipitation.
Described sliding channel is in vertically downward, and gliding speed gets a promotion, and does not have plane to allow sediment adhere to, thus reduces equipment to the washing time of mud mouth, reduces energy consumption.The angle that described left and right riser and horizontal plane angle are 90 ° of dividing plates and horizontal plane is adjustable, this Multi-layer lattice precipitation separating device outward appearance directly adopts rectangular appearance, with pond body, there is the very high goodness of fit, install and process all comparatively simple, solve blind zone problem without the need to adopting the mode of special compensating body as horizontal tube.Forming a cross section between each riser and dividing plate is reverse V-shaped aquaporin excessively, and mud discharging mouth was then positioned at lower position inside aquaporin.Crossing aquaporin so each is an independently processing unit, can be combined with each other arrangement form by multiple such processing unit.The cross section of water stream channel is reverse V-shaped, configures a sliding channel change into a slideway and configure two sliding channels by a slideway.Design like this, suspension contact area reduces resistance and reduces, and sinking speed is accelerated, level row flows to, flows out, and does not need to arrange Inlet and outlet water space, can reduce the pond degree of depth, because level row flows to, flows out, suspension is constantly separated in water flow process, and resistance to overload shock power is strong, equally, device is also unrestricted in length, suitably can increase the length of device, extend the time of staying of water, sedimentation effect is good.
This v-shaped tube sedimentation tank device in use, does not precipitate blind area and produces, and decreases and adopts particular form to fill to blind area, when building without the need to carrying out inclined design to the metope of pond type, thus simplifies construction and difficulty of construction yet.All sediments are all dropped on reverse V-shaped dividing plate 2 by sedimentation, so design, and sectional area increases inflow and increases, and producing water ratio improves.I shape parallel riser 1 is horizontal by plumbness, and mud, when entering sliding channel 4, does not have the plane of adhering to, and can slip into bucket faster by quiet liquid zone 5.Mud discharging mouth is a strip mud discharging mouth.It is reverse V-shaped passage that the reverse V-shaped dividing plate of left and right riser 1-1,1-2 and upper and lower 2 around each water stream channel forms a cross section, and described strip mud discharging mouth is positioned at the longitudinal slot that this cross section is reverse V-shaped passage side-lower.So each cross section is reverse V-shaped passage is an independently processing unit, arrangement can be combined with each other by multiple such processing unit and forms.Current are when Multi-layer lattice precipitation separating device, and horizontality flows, suspension vertical sedimentation.When flow velocity one timing, component suffered by suspension are minimum, current can not have a negative impact to precipitation, the setting of mud discharging mouth simultaneously, the suspension precipitated is separated in time, sediment puts bucket under fast at vertical slideway, water then flows into exhalant region by water stream channel, accomplishes effectively to be separated with water by pollutant timely, makes precipitation become irreversible procedure.
In addition, because the present invention also can adopt stretching structure, realized the angle change of v-shaped tube sedimentation tank device by gangbar pressure-raising, wherein v-shaped tube sedimentation tank device self does not change the structure of angle.In change angle process, moved in orbit by the pulley of lower end thus the power of pressure-raising can be alleviated.The compare advantage of nonadjustable equipment of this design is to adjust accordingly according to different water quality situations, improves the efficiency of a whole set of precipitation.
Claims (4)
1.V type pipe sedimentation tank device, it is characterized in that: comprising: the parallel riser of many groups is spaced setting, one group of reverse V-shaped dividing plate is provided with between the parallel riser in interval two, it is reverse V-shaped water stream channel that two parallel risers are partitioned into several small bores by reverse V-shaped dividing plate, the distance formed between each riser and reverse V-shaped dividing plate is sliding channel, form mud discharging mouth above each reverse V-shaped dividing plate both sides and riser intersection, left and right riser makes left and right sliding channel closed at both ends and forms quiet liquid zone; Wherein:
The parallel riser of many groups I shape (1), often organize the parallel riser of I shape (1) to be made up of left riser (1-1) and right riser (1-2), each riser comprises a central plate (11) and both sides transverse slat (12), both sides transverse slat (12) bends inwards and forms location-plate (13), and location-plate (13) forms uncovered accommodating cavity with central plate (11) respectively;
Multiple reverse V-shaped dividing plate (2): it is arranged on a left side, between right riser, reverse V-shaped dividing plate (2) two ends are bent to form side plate (21) downwards, side plate (21) is fixed on described location-plate (13), reverse V-shaped dividing plate (2) is by a left side, it is reverse V-shaped water stream channel (3) that right parallel riser is partitioned into several small bores, the distance formed between each left and right riser central plate (11) and reverse V-shaped dividing plate is sliding channel (4), sliding channel is divided into two sliding channels in left and right by central plate (11), the I-shaped structure of left and right riser makes left and right sliding channel two ends natural enclosing and forms quiet liquid zone (5), the passage formed between the distance between the side plate (21) of described reverse V-shaped dividing plate and next dividing plate is mud discharging mouth (6).
2. v-shaped tube sedimentation tank device as claimed in claim 1, is characterized in that: the angle of described left riser and right riser and horizontal plane is 90 °.
3. v-shaped tube sedimentation tank device as claimed in claim 1 or 2, it is characterized in that: described v-shaped tube sedimentation tank device is telescopic structure, its stretching structure comprises gangbar (7), gangbar (7) neck is provided with pulling part (71), and both sides are provided with the interval side lever (72) that quantity and riser adapt; One group of " people " font expansion link is hinged on described side lever (72) in top, two tail ends are hinged on described left and right riser respectively, described each riser (1) bottom is provided with roller (14), roller is arranged in chute (8), and described dividing plate (2) is elastic baffle.
4. v-shaped tube sedimentation tank device as claimed in claim 3, it is characterized in that: the structure of described gangbar (7) pulling part (71) is and one to one push rod equal with side lever quantity, described " people " font expansion link be both sides separately up and down more organize setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110457973.4A CN103182202B (en) | 2011-12-30 | 2011-12-30 | V-shaped pipe sedimentation tank device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110457973.4A CN103182202B (en) | 2011-12-30 | 2011-12-30 | V-shaped pipe sedimentation tank device |
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| Publication Number | Publication Date |
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| CN103182202A CN103182202A (en) | 2013-07-03 |
| CN103182202B true CN103182202B (en) | 2015-02-04 |
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| CN201110457973.4A Expired - Fee Related CN103182202B (en) | 2011-12-30 | 2011-12-30 | V-shaped pipe sedimentation tank device |
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| CN103432776A (en) * | 2013-08-30 | 2013-12-11 | 南京协和助剂有限公司 | Gradient adjustable liquid settling tank for PVC (Poly Vinyl Chloride) processing |
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| CN104174192A (en) * | 2014-09-11 | 2014-12-03 | 扬州大学 | Inverted V-shaped plate sedimentation device |
| CN105289056A (en) * | 2015-12-08 | 2016-02-03 | 浙江联池水务设备有限公司 | Flat flow inclined plate purification device and sedimentation tank with purification device |
| CN107349642A (en) * | 2017-07-28 | 2017-11-17 | 武汉千瑞泰环境科技有限公司 | A kind of tower level stream settler |
| CN107376436A (en) * | 2017-08-15 | 2017-11-24 | 长江流域水环境监测中心 | A kind of phytoplankton subsiding separator |
| CN108144330B (en) * | 2018-01-01 | 2023-08-01 | 浙江联池水务设备股份有限公司 | A three-dimensional inclined plate purification device and a sedimentation tank with the purification device |
| CN111773775B (en) * | 2020-06-11 | 2021-11-23 | 江苏中泉科技有限公司 | Running water production facility |
| CN114275890A (en) * | 2021-12-31 | 2022-04-05 | 南京万德斯环保科技股份有限公司 | High-efficiency skid-mounted three-phase separator in high-load anaerobic system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB702498A (en) * | 1950-11-10 | 1954-01-20 | Neyrpic Ets | Improvements in or relating to installations for the removal of sand from industrialwaters |
| DE2052640A1 (en) * | 1969-10-31 | 1971-05-06 | Erpac, Wasquehal (Frankreich) | Gravity separator |
| FR2704447A1 (en) * | 1993-04-27 | 1994-11-04 | Omnium Traitement Valorisa | Lamellar separator with crossed streams |
| CN101190389A (en) * | 2006-11-24 | 2008-06-04 | 珠海九通水务有限公司 | Horizontal tube precipitation separation device |
| CN202478665U (en) * | 2011-12-30 | 2012-10-10 | 厦门飞华环保器材有限公司 | V-shaped pipe sedimentation tank device |
-
2011
- 2011-12-30 CN CN201110457973.4A patent/CN103182202B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB702498A (en) * | 1950-11-10 | 1954-01-20 | Neyrpic Ets | Improvements in or relating to installations for the removal of sand from industrialwaters |
| DE2052640A1 (en) * | 1969-10-31 | 1971-05-06 | Erpac, Wasquehal (Frankreich) | Gravity separator |
| FR2704447A1 (en) * | 1993-04-27 | 1994-11-04 | Omnium Traitement Valorisa | Lamellar separator with crossed streams |
| CN101190389A (en) * | 2006-11-24 | 2008-06-04 | 珠海九通水务有限公司 | Horizontal tube precipitation separation device |
| CN202478665U (en) * | 2011-12-30 | 2012-10-10 | 厦门飞华环保器材有限公司 | V-shaped pipe sedimentation tank device |
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| CN103182202A (en) | 2013-07-03 |
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