CN204097240U - The filtration integrated machine of tube settling - Google Patents

The filtration integrated machine of tube settling Download PDF

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Publication number
CN204097240U
CN204097240U CN201420525695.0U CN201420525695U CN204097240U CN 204097240 U CN204097240 U CN 204097240U CN 201420525695 U CN201420525695 U CN 201420525695U CN 204097240 U CN204097240 U CN 204097240U
Authority
CN
China
Prior art keywords
basin
tube
casing
sewage
coagulation
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 - Fee Related
Application number
CN201420525695.0U
Other languages
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 CN201420525695.0U priority Critical patent/CN204097240U/en
Application granted granted Critical
Publication of CN204097240U publication Critical patent/CN204097240U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model discloses the filtration integrated machine of a kind of tube settling, it is characterized in that, the two ends, inside of casing are by being separated with coagulation basin, flocculation basin and filtering basin between space bar, the bosom of casing is tube settler, at the bosom position of described filtering basin, filtrate is installed, inclined tube filler is laid in the middle part of tube settler, above inclined tube filler, be provided with overflow weir, and many group V-arrangement mud-removing buckets are located at bottom tube settler.By above setting, the utility model can carry out flocculating settling and efficient solid-liquid separation to sewage, can tackle the lightweight suspension thing in waste water, while being separated the larger suspended substance of proportion, by the lightweight suspension thing interception in sewage, delivery turbidity and suspended substance is made to reach emission standard.

Description

The filtration integrated machine of tube settling
Technical field
The utility model relates to a kind of sewage disposal device, is a kind of filtration integrated machine of tube settling of middle solid-liquid separation of disposing of sewage specifically.
Background technology
At present for the tube settling strainer of solid-liquid separation in sewage disposal, be used for the solid-liquid separation of inorganic particle and precipitated metal thing, breathe out genuine shallow pool theory so effective to the species precipitate that density is larger because tube settler make use of, processing efficiency is high.But contain a large amount of lightweight suspension things toward contact in water, these lightweight suspension things can flow out association control settling tank with current by inclined tube top, cause tube settler water outlet muddy, reduce treatment effect.
Summary of the invention
The purpose of this utility model provides 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 utility model are by being separated with coagulation basin between space bar, flocculation basin and filtering basin, the bosom of casing is tube settler, in described coagulation basin, coagulation stirrer is installed, flocculation stirring machine is arranged in described flocculation basin, at the bosom position of described filtering basin, filtrate is installed, in the below of filtrate, outlet conduit is installed, inclined tube filler is laid in the middle part of tube settler, overflow weir is provided with above inclined tube filler, many groups V-arrangement mud-removing bucket is located at bottom tube settler, shore pipe is located at the bottom of V-arrangement mud-removing bucket.
By above setting, the utility model can carry out flocculating settling and efficient solid-liquid separation to sewage, can tackle the lightweight suspension thing in waste water, while being separated the larger suspended substance of proportion, by the lightweight suspension thing interception in sewage, delivery turbidity and suspended substance is made to reach emission standard.
Accompanying drawing explanation
Existing composition graphs is described further the utility model.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is vertical view of the present utility model.
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 utility model 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, at the bosom position of described filtering basin 4, filtrate 8 is installed, in the below of filtrate 8, outlet conduit 9 is installed, inclined tube filler 10 is laid in the middle part of tube settler 5, overflow weir 11 is provided with above inclined tube filler 10, many groups V-arrangement mud-removing bucket 12 is located at bottom tube settler 5, 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 utility model, now to dosing coagulant in coagulation basin 2, and carry out coagulation stirring by coagulation stirrer 6, sewage flows into flocculation stirring pond 3, flocculation agent is added to flocculation basin 3, stirred by flocculation stirring machine 7 simultaneously, flow into tube settler 5 with coagulating agent and the mixed sewage of flocculation agent and carry out mud-water separation, sewage enters 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, discharged by shore pipe 13, enter the supernatant liquor of filtering basin 4, flow through the filtrate 8 in filter tank 4 from top to bottom, by the filtration crown_interception of filtrate 8, suspended substance in supernatant liquor is trapped in the filtrate 8 in filtering basin 4, clear water flows to after at the bottom of the pond of filtering basin 4, discharged by outlet conduit 9.

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, in described coagulation basin, coagulation stirrer is installed, flocculation stirring machine is arranged in described flocculation basin, at the bosom position of described filtering basin, filtrate is installed, in the below of filtrate, outlet conduit is installed, inclined tube filler is laid in the middle part of tube settler, overflow weir is provided with above inclined tube filler, many groups V-arrangement mud-removing bucket is located at bottom tube settler, shore pipe is located at the bottom of V-arrangement mud-removing bucket.
CN201420525695.0U 2014-09-15 2014-09-15 The filtration integrated machine of tube settling Expired - Fee Related CN204097240U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420525695.0U CN204097240U (en) 2014-09-15 2014-09-15 The filtration integrated machine of tube settling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420525695.0U CN204097240U (en) 2014-09-15 2014-09-15 The filtration integrated machine of tube settling

Publications (1)

Publication Number Publication Date
CN204097240U true CN204097240U (en) 2015-01-14

Family

ID=52265685

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420525695.0U Expired - Fee Related CN204097240U (en) 2014-09-15 2014-09-15 The filtration integrated machine of tube settling

Country Status (1)

Country Link
CN (1) CN204097240U (en)

Cited By (1)

* 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

Cited By (1)

* 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

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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: 20150114

Termination date: 20170915