CN202605804U - Automatic cleaning sedimentation tank - Google Patents

Automatic cleaning sedimentation tank Download PDF

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Publication number
CN202605804U
CN202605804U CN 201220035099 CN201220035099U CN202605804U CN 202605804 U CN202605804 U CN 202605804U CN 201220035099 CN201220035099 CN 201220035099 CN 201220035099 U CN201220035099 U CN 201220035099U CN 202605804 U CN202605804 U CN 202605804U
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CN
China
Prior art keywords
water
pond
sedimentation
permeable membrane
dirt
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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 - Fee Related
Application number
CN 201220035099
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Chinese (zh)
Inventor
罗德军
沈利霞
陈维克
李昱
饶立
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Jianghan University
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Jianghan University
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Publication date
Application filed by Jianghan University filed Critical Jianghan University
Priority to CN 201220035099 priority Critical patent/CN202605804U/en
Application granted granted Critical
Publication of CN202605804U publication Critical patent/CN202605804U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a construction object used to treat sedimentation impurities of circulating water, in particular to an automatic cleaning sedimentation tank. The automatic cleaning sedimentation tank is characterized in that a tank bottom is of an inclined plane, the upper end of the tank body is connected and communicated with a dirt-flushing pipeline, the lower end of the tank body is connected and communicated with a dirt-discharging pipeline, and a separating plate arranged on the tank bottom in the direction of the inclined plane divides the tank bottom into at least two cleaning sedimentation grooves. The cleaning sedimentation grooves are communicated at dirt-discharging ends, and each cleaning sedimentation groove is communicated with the dirt-flushing pipeline. A grating plate is arranged on the separating plate. The grating plate is horizontally provided with a rolling-shutter type water-impermeable membrane fabric and a grid water-permeable membrane fabric which is connected with an end face of the rolling-shutter type water-impermeable membrane fabric. In the process of sedimentation, the rolling-shutter type water-impermeable membrane fabric is rolled up, and therefore dirt can be deposited on the tank body. In the process of flushing, the rolling-shutter type water-impermeable membrane fabric is spread and divides the sedimentation tank into two areas, the area above the grating plate is a clean water area, and the area below the grating plate is a dirty water area. Thus, in the process of flushing, the dirty water below the grating plate can not be mixed with the clean water above the grating plate, and the purpose that water on the upper portion of the sedimentation tank can not be polluted is achieved.

Description

Automatic washing and precipitating pool
Technical field
The utility model relates to the construction of cycle of treatment water sedimentation impurity, refers to a kind of automatic washing and precipitating pool particularly.
Background technology
Sedimentation basin is to use a kind of construction that precipitation is removed suspension in the water, in wastewater treatment, widely uses.Existing sedimentation basin generally adopts unified plain base (or an inclination plain base), when precipitated impurities acquires a certain degree, and the water in the venting sedimentation basin, manual work removes to remove mud impurity at the bottom of sedimentation basin.
There is following problem in the sedimentation basin of design like this: 1, since the water in the sedimentation basin be one dynamically; The sedimentation basin sediment of this plain base can not steadily be deposited in the sedimentation basin bottom; The partly precipitated thing is under dynamically water is scratched; Dissolve in next link of entering in the water again, thereby fallen at the end effect of sedimentation basin; 2, the sedimentation basin of plain base accumulates degree according to precipitated impurities, and the regularly artificial mud impurity of removing for the demanding enterprise of some continuitys, can influence its manufacturing schedule, particularly large enterprise like this, is not easy to modern management.
The utility model content
The purpose of the utility model is exactly the deficiency that exists to above-mentioned background, and a kind of automatic washing and precipitating pool is provided, and makes sediment not receive the influence of dynamic water, and can be at the sedimentation basin mud impurity of removing automatically in this sedimentation basin in service.
The purpose of the utility model is achieved in that a kind of automatic washing and precipitating pool, comprises the pond body, and an end connects UNICOM's dirt removal pipeline at the bottom of the body pond, said pond; The other end connects UNICOM's blowoff line at the bottom of the pond, at the bottom of the body pond, said pond be the pond, inclined-plane at the bottom of, the high-end dirt removal pipeline that is connected with at the bottom of the pond, inclined-plane; Low side at the bottom of the pond, inclined-plane is connected with blowoff line, and bevel direction is provided with dividing plate at the bottom of the pond, and Jiang Chidi is divided at least two washing and precipitating grooves; Said washing and precipitating groove links at the blowdown end; Each washing and precipitating groove connects UNICOM's dirt removal pipeline, on said dividing plate, is provided with flase floor, and level is provided with not water-permeable membrane cloth of roller shutter type on the said flase floor.
Further, two ends are provided with reel respectively on flase floor, and an end of water-permeable membrane cloth does not link to each other with first reel, and the other end of water-permeable membrane cloth is not connected with grid water-permeable membrane cloth, and the other end of grid water-permeable membrane cloth is connected with second reel.
The utility model builds up a unification to the bottom of sedimentation basin to the bottom of sewage draining exit inclination certain slope, and the body bottom is provided with flase floor in the pond simultaneously, and level is provided with not water-permeable membrane cloth of roller shutter type on the flase floor.When precipitating, roller shutter type is the rolling of water-permeable membrane cloth not, makes deposition of dirt at the bottom of the pond; When washing,, be divided into two zones up and down to sedimentation basin with not water-permeable membrane cloth expansion of roller shutter type; Be the water purification zone on the flase floor, flase floor is the sewage zone down, when washing like this; Sewage under the flase floor can not mix with the water purification on the flase floor, the pollution the when water on assurance sedimentation basin top is not washed.
The utility model is simple in structure; Reasonable in design, can make sediment not receive the influence of dynamic water, and can be at the sedimentation basin mud impurity of removing automatically in this sedimentation basin in service; Guarantee the continuity of enterprise production; And with being divided at least two washing and precipitating grooves at the bottom of the pond, can cross the subregion of realizing at the bottom of the pond to wash, improve developing result.
Description of drawings
Fig. 1 is the automatic washing and precipitating pool sketch map.
Fig. 2 is an automatic washing and precipitating pool A-A schematic top plan view.
Fig. 3 is Figure 1B-B pond base spacer distribution schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is done further to specify, be convenient to be well understood to the utility model, but they do not constitute qualification to the utility model.
Automatic washing and precipitating pool shown in the figure comprises pond body 1, on pond body 1, establishes cooling tower 2, at the bottom of the pond of pond body 1 be the pond, inclined-plane at the bottom of, the high-end dirt removal pipeline 4 that is provided with at the bottom of the pond, inclined-plane, the low side at the bottom of the pond, inclined-plane is provided with blowoff line 3.Bevel direction at the bottom of the pond is provided with 3 dividing plates 11, and Jiang Chidi is divided into 4 washing and precipitating grooves 9, each washing and precipitating groove 9 and dirt removal pipeline connection, and dirt removal pipeline 4 is provided with four arms, establishes dirt removal valve 4-1,4-2,4-3 and 4-4 on each arm; 4 washing and precipitating grooves 9 link at the blowdown end.On dividing plate 11, be provided with flase floor 7, two ends are provided with reel 5,6 respectively on the flase floor 7; On dividing plate 11, be provided with not water-permeable membrane cloth 10 and the grid water-permeable membrane cloth 12 that is connected with its end face (being that following chemical fibre macrolattice water-permeable membrane is arranged net), the other end of water-permeable membrane cloth 10 is connected with reel 5, and the other end of grid water-permeable membrane cloth 12 is connected with reel 6.
When usual, with sedimentation basin wide and have sufficiently long chemical fibre not water-permeable membrane cloth 10 all twist on the reel 5, the chemical fibre macrolattice water-permeable membrane on the reel 6 is arranged net and 12 is spread on the flase floor 7.At this moment reel 5 communicates up and down with flase floor between the reel 6; Precipitated impurities sinks to flase floor 7 belows through the hole on the flase floor 7; Get into washing and precipitating groove 9, because the effect of flase floor 7 is arranged, although the water above the sedimentation basin flase floor 7 is dynamic; The washing and precipitating groove also is static relatively to the impurity of deposition in the blowdown tunnel, can not scratched by dynamic water above the flase floor 7.The water above the flase floor 7 is not polluted by precipitated impurities can repeatedly once more in the sedimentation basin with regard to relative clean yet like this.
When precipitated impurities acquires a certain degree, begin to clean automatically blowdown from clear sedimentation basin: at first open blowoff valve, reel 6 rotates simultaneously, under the dilatory effect of film cloth, and the rotation that reel 5 also attaches.Chemical fibre macrolattice water-permeable membrane is arranged net 12 beginning twisting cohesions on reel 6, and draws out reel and be attached to the not water-permeable membrane cloth 10 on the reel 5.Chemical fibre macrolattice water-permeable membrane was arranged net and 12 was equivalent to a big brush this moment, all dragged the sediment on the flase floor muscle, and under the water suction force acting in conjunction that gravity and blowoff valve are opened, sediment all sinks to the washing and precipitating groove again on the flase floor muscle.When 7 last times of the whole grating plate of water-permeable membrane cloth not 10, reel 6 stops operating.At this moment water-permeable membrane cloth 10 does not cover on the flase floor 7, is divided into two zones up and down to sedimentation basin, is the water purification zone on the flase floor, and flase floor is for 7 times the sewage zone.At this moment the dirt removal valve opens one by one and cuts out: promptly open dirt removal valve 4-1, behind the corresponding washing and precipitating groove of a period of time flushing, close dirt removal valve 4-1; Open dirt removal valve 4-2 then, behind the corresponding washing and precipitating groove of a period of time flushing, close dirt removal and close 4-2; And the like, to the last one.When all wash the washing and precipitating groove, reel 5 rotations, reel 6 is also rotation thereupon under the dilatory effect of film cloth.When reel 5 after water-permeable membrane cloth is not all rolled, reel 5 stops operating, the chemical fibre macrolattice water-permeable membrane on the reel 6 is arranged net and is spread on the flase floor 7; At this moment reel 5 communicates up and down with flase floor between the reel 6; Form a whole sedimentation basin again, closed blowoff valve, by this; An automatic cleaning blowdown process is calculated and is accomplished, and sedimentation basin also just gets into next circulation.

Claims (3)

1. an automatic washing and precipitating pool comprises the pond body, and an end connects UNICOM's dirt removal pipeline at the bottom of the body pond, said pond; The other end connects UNICOM's blowoff line at the bottom of the pond, it is characterized in that: at the bottom of at the bottom of the said pond being the pond, inclined-plane, and bevel direction is provided with dividing plate at the bottom of the pond; With being divided at least two washing and precipitating grooves at the bottom of the pond, said washing and precipitating groove links at the blowdown end, and each washing and precipitating groove connects UNICOM's dirt removal pipeline; On said dividing plate, also be provided with flase floor, level is provided with not water-permeable membrane cloth of roller shutter type on the said flase floor.
2. according to the said automatic washing and precipitating pool of claim 1; It is characterized in that: two ends are provided with reel respectively on the said flase floor; An end of water-permeable membrane cloth does not link to each other with first reel, and the other end of water-permeable membrane cloth is not connected with grid water-permeable membrane cloth, and the other end of grid water-permeable membrane cloth is connected with second reel.
3. according to the said automatic washing and precipitating pool of claim 1, it is characterized in that: the dirt removal pipeline is located at the high-end of inclined-plane at the bottom of the pond, and blowoff line is located at the low side on inclined-plane at the bottom of the pond.
CN 201220035099 2012-02-03 2012-02-03 Automatic cleaning sedimentation tank Expired - Fee Related CN202605804U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220035099 CN202605804U (en) 2012-02-03 2012-02-03 Automatic cleaning sedimentation tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220035099 CN202605804U (en) 2012-02-03 2012-02-03 Automatic cleaning sedimentation tank

Publications (1)

Publication Number Publication Date
CN202605804U true CN202605804U (en) 2012-12-19

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CN 201220035099 Expired - Fee Related CN202605804U (en) 2012-02-03 2012-02-03 Automatic cleaning sedimentation tank

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CN (1) CN202605804U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103395963A (en) * 2013-07-23 2013-11-20 李志伟 Solar mud water separating system
CN110075576A (en) * 2019-05-23 2019-08-02 刘旭东 For river, river, lake, library, extra large sewage draining exit rain sewage water filtration sedimentation basin
CN110357235A (en) * 2019-08-01 2019-10-22 珠海九通水务股份有限公司 Water treating pond
CN111632412A (en) * 2020-06-13 2020-09-08 江苏启景环保技术有限公司 Papermaking wastewater treatment process
CN113577846A (en) * 2021-09-26 2021-11-02 南通透灵信息科技有限公司 Sluice control device based on thing networking

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103395963A (en) * 2013-07-23 2013-11-20 李志伟 Solar mud water separating system
CN103395963B (en) * 2013-07-23 2015-12-09 李志伟 Sun power sludge-water separating system
CN110075576A (en) * 2019-05-23 2019-08-02 刘旭东 For river, river, lake, library, extra large sewage draining exit rain sewage water filtration sedimentation basin
CN110075576B (en) * 2019-05-23 2024-05-10 芷江工投光伏发电有限公司 Rain sewage filtering sedimentation tank for sewage outlets of rivers, lakes, reservoirs and sea
CN110357235A (en) * 2019-08-01 2019-10-22 珠海九通水务股份有限公司 Water treating pond
CN110357235B (en) * 2019-08-01 2024-05-31 珠海九通水务股份有限公司 Water treatment pool
CN111632412A (en) * 2020-06-13 2020-09-08 江苏启景环保技术有限公司 Papermaking wastewater treatment process
CN113577846A (en) * 2021-09-26 2021-11-02 南通透灵信息科技有限公司 Sluice control device based on thing networking

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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

Granted publication date: 20121219

Termination date: 20150203

EXPY Termination of patent right or utility model