CN104193036A - Pipe chute sedimentation filtration integrated machine - Google Patents

Pipe chute sedimentation filtration integrated machine Download PDF

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Publication number
CN104193036A
CN104193036A CN201410466096.0A CN201410466096A CN104193036A CN 104193036 A CN104193036 A CN 104193036A CN 201410466096 A CN201410466096 A CN 201410466096A CN 104193036 A CN104193036 A CN 104193036A
Authority
CN
China
Prior art keywords
basin
pipe chute
integrated machine
chute sedimentation
suspended matters
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.)
Pending
Application number
CN201410466096.0A
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Chinese (zh)
Inventor
王坤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
Original Assignee
SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd filed Critical SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
Priority to CN201410466096.0A priority Critical patent/CN104193036A/en
Publication of CN104193036A publication Critical patent/CN104193036A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention discloses a pipe chute sedimentation filtration integrated machine. The pipe chute sedimentation filtration integrated machine is characterized in that a coagulation basin, a flocculation basin and a filtering basin are arranged at the two ends of the inside of a box body at intervals through partition boards, a pipe chute sedimentation basin is arranged in the middle of the inside of the box body, a filter material is mounted in the middle of the inside of the filtrating basin, a pin chute filler is paved in the middle of the pipe chute sedimentation basin, an overflow weir is arranged above the pipe chute filler, and a plurality of groups of V-shaped sludge dredging hoppers are arranged at the bottom of the pipe chute sedimentation basin. Through the settings, flocculating settling and efficient solid-liquid separation can be carried out on sewage, light suspended matters in waste water can be intercepted, and while the suspended matters with larger specific gravity are separated, the light suspended matters in the sewage are intercepted, so that the turbidity and suspended matters of outlet water reach the emission standard.

Description

The filtration integrated machine of tube settling
Technical field
The present invention relates to a kind of sewage disposal device, is a kind of filtration integrated machine of tube settling of the middle solid-liquid separation of disposing of sewage specifically.
Background technology
At present, for the tube settling strainer of sewage disposal solid-liquid separation, be used for the solid-liquid separation of inorganic particle and precipitated metal thing, so to breathe out genuine shallow pool theory effective to the larger species precipitate of density because tube settler has utilized, processing efficiency is high.But in water, toward contact, contain a large amount of lightweight suspension things, these lightweight suspension things can flow out association control settling tank by inclined tube top with current, cause tube settler water outlet muddy, have reduced treatment effect.
Summary of the invention
Object of the present invention is to provide a kind of can make the filtration integrated machine of the tube settling of solid-liquid separation in sewage.
To achieve these goals, the two ends, inside of casing of the present invention are by being separated with coagulation basin between space bar, flocculation basin and filtering basin, the bosom of casing is tube settler, coagulation stirrer is installed in described coagulation basin, flocculation stirring machine is arranged in described flocculation basin, bosom position at described filtering basin is provided with filtrate, outlet conduit is installed below filtrate, inclined tube filler is laid in the middle part of tube settler, above inclined tube filler, be provided with overflow weir, many group V-arrangement mud-removing buckets are located at tube settler bottom, shore pipe is located at the bottom of V-arrangement mud-removing bucket.
By above setting, the present invention can carry out flocculating settling and efficient solid-liquid separation to sewage, can tackle the lightweight suspension thing in waste water, in the larger suspended substance of separated proportion, lightweight suspension thing interception by sewage, makes delivery turbidity and suspended substance reach emission standard.
Accompanying drawing explanation
Now in conjunction with figure, the present invention will be further described.
Fig. 1 is structural representation of the present invention.
Fig. 2 is vertical view of the present invention.
In figure: 1, casing, 2, coagulation basin, 3, flocculation basin, 4, filtering basin, 5, tube settler, 6, coagulation stirrer, 7, flocculation stirring machine, 8, filtrate, 9, outlet conduit, 10, inclined tube filler, 11, overflow weir, 12, V-arrangement mud-removing bucket 13, shore pipe, 14, water inlet pipe.
Embodiment
As Fig. 1, 2, shown in, the two ends, inside of casing 1 of the present invention are by being separated with coagulation basin 2 between space bar, flocculation basin 3 and filtering basin 4, the bosom of casing 1 is tube settler 5, in described coagulation basin 2, coagulation stirrer 6 is installed, flocculation stirring machine 7 is arranged in described flocculation basin 3, bosom position at described filtering basin 4 is provided with filtrate 8, outlet conduit 9 is installed below filtrate 8, inclined tube filler 10 is laid in the middle part of tube settler 5, above inclined tube filler 10, be provided with overflow weir 11, many group V-arrangement mud-removing buckets 12 are located at tube settler 5 bottoms, shore pipe 13 is located at the bottom of V-arrangement mud-removing bucket 12.
By above setting, sewage enters coagulation basin 2 from water inlet pipe 13 of the present invention, now to dosing coagulant in coagulation basin 2, and carry out coagulation stirring by coagulation stirrer 6, sewage flows into flocculation stirring pond 3, to flocculation basin 3, add flocculation agent, by flocculation stirring machine 7, stir simultaneously, flow into tube settler 5 with coagulating agent and the mixed sewage of flocculation agent and carry out mud-water separation, sewage is entered into the top of inclined tube filler 10 by the bottom of inclined tube filler 10, under the effect of inclined tube filler 10, sewage carries out mud-water separation fast, supernatant liquor enters filtering basin 4 by the top of overflow weir 11, mud is slipped in V-arrangement mud-removing bucket 12 by the inclined-plane of inclined tube filler 10, by shore pipe 13, discharged, enter the supernatant liquor of filtering basin 4, the filtrate 8 of flowing through from top to bottom in filtering basin 4, by the filtration crown_interception of filtrate 8, suspended substance in supernatant liquor is trapped in the filtrate 8 in filtering basin 4, after clear water flows at the bottom of the pond of filtering basin 4, by outlet conduit 9, discharged.

Claims (1)

1. the filtration integrated machine of tube settling, it is characterized in that: the two ends, inside of casing are by being separated with coagulation basin between space bar, flocculation basin and filtering basin, the bosom of casing is tube settler, coagulation stirrer is installed in described coagulation basin, flocculation stirring machine is arranged in described flocculation basin, bosom position at described filtering basin is provided with filtrate, outlet conduit is installed below filtrate, inclined tube filler is laid in the middle part of tube settler, above inclined tube filler, be provided with overflow weir, many group V-arrangement mud-removing buckets are located at tube settler bottom, shore pipe is located at the bottom of V-arrangement mud-removing bucket.
CN201410466096.0A 2014-09-15 2014-09-15 Pipe chute sedimentation filtration integrated machine Pending CN104193036A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410466096.0A CN104193036A (en) 2014-09-15 2014-09-15 Pipe chute sedimentation filtration integrated machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410466096.0A CN104193036A (en) 2014-09-15 2014-09-15 Pipe chute sedimentation filtration integrated machine

Publications (1)

Publication Number Publication Date
CN104193036A true CN104193036A (en) 2014-12-10

Family

ID=52078458

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410466096.0A Pending CN104193036A (en) 2014-09-15 2014-09-15 Pipe chute sedimentation filtration integrated machine

Country Status (1)

Country Link
CN (1) CN104193036A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630282A (en) * 2016-12-26 2017-05-10 航天凯天环保科技股份有限公司 Method for treating biogas slurry in USR (up-flow solid reactor) methane tank
CN107376498A (en) * 2016-05-16 2017-11-24 上海东冠纸业有限公司 A kind of energy-saving sewage disposal system
CN108218073A (en) * 2018-03-24 2018-06-29 哈尔滨工业大学 A kind of device and method of integration advanced treatment of landfill leachate
CN108483717A (en) * 2018-04-20 2018-09-04 赵珊珊 A kind of water cycle car washing installation based on sewage disposal technology
CN110436683A (en) * 2019-07-31 2019-11-12 安徽环境科技集团股份有限公司 A kind of middle-size and small-size scale sanitary sewage integration advanced treatment apparatus in villages and small towns
CN112573690A (en) * 2020-05-20 2021-03-30 汕头市国富锆钛实业有限公司 Method for treating beneficiation wastewater of zirconium-titanium concentration plant
CN112642218A (en) * 2021-01-05 2021-04-13 天津市润达金源水务有限公司 Device and method for efficiently reducing inlet water turbidity

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107376498A (en) * 2016-05-16 2017-11-24 上海东冠纸业有限公司 A kind of energy-saving sewage disposal system
CN106630282A (en) * 2016-12-26 2017-05-10 航天凯天环保科技股份有限公司 Method for treating biogas slurry in USR (up-flow solid reactor) methane tank
CN108218073A (en) * 2018-03-24 2018-06-29 哈尔滨工业大学 A kind of device and method of integration advanced treatment of landfill leachate
CN108483717A (en) * 2018-04-20 2018-09-04 赵珊珊 A kind of water cycle car washing installation based on sewage disposal technology
CN110436683A (en) * 2019-07-31 2019-11-12 安徽环境科技集团股份有限公司 A kind of middle-size and small-size scale sanitary sewage integration advanced treatment apparatus in villages and small towns
CN112573690A (en) * 2020-05-20 2021-03-30 汕头市国富锆钛实业有限公司 Method for treating beneficiation wastewater of zirconium-titanium concentration plant
CN112642218A (en) * 2021-01-05 2021-04-13 天津市润达金源水务有限公司 Device and method for efficiently reducing inlet water turbidity

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C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20141210

WD01 Invention patent application deemed withdrawn after publication