CN201064679Y - Pipe chute coagulating sedimentation pool - Google Patents

Pipe chute coagulating sedimentation pool Download PDF

Info

Publication number
CN201064679Y
CN201064679Y CNU2007200717931U CN200720071793U CN201064679Y CN 201064679 Y CN201064679 Y CN 201064679Y CN U2007200717931 U CNU2007200717931 U CN U2007200717931U CN 200720071793 U CN200720071793 U CN 200720071793U CN 201064679 Y CN201064679 Y CN 201064679Y
Authority
CN
China
Prior art keywords
zone
water inlet
inclined tube
water
tank
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
Application number
CNU2007200717931U
Other languages
Chinese (zh)
Inventor
卞化石
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.)
Shanghai Modern Traditional Chinese Medicine Co., Ltd.
Original Assignee
SHANGHAI MODERN CHINESE TRADITIONAL MEDICINE TECHNOLOGY DEVELOPMENT 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 SHANGHAI MODERN CHINESE TRADITIONAL MEDICINE TECHNOLOGY DEVELOPMENT Co Ltd filed Critical SHANGHAI MODERN CHINESE TRADITIONAL MEDICINE TECHNOLOGY DEVELOPMENT Co Ltd
Priority to CNU2007200717931U priority Critical patent/CN201064679Y/en
Application granted granted Critical
Publication of CN201064679Y publication Critical patent/CN201064679Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model relates to an inclined-pipe coagulative precipitation tank, wherein, a water inlet (1) and a water outlet (2) are arranged respectively on the upper parts of two opposite tank walls of a tank body; a sludge outlet (3) is arranged on the bottom of the same tank wall as the water outlet (2); inside the tank, the tank body is divided into an upper layer and a lower layer by a baffle plate (4), with the upper layer being a clean water zone and the lower layer being a quickly-mixing zone, a slowly-mixing zone and a sedimentation zone; the water inlet is communicated with the sedimentation zone through a channel (7) and a dasher (6) is arranged in the lower layer. The utility model greatly improves the cubage using efficiency of the sedimentation zone and greatly quickens the reaction speed, so that the disposal effect is better and the content of the remaining floccule out of water is greatly reduced.

Description

The inclined tube coagulative precipitation tank
Technical field
The utility model relates to a kind of water treatment facilities, relates in particular to a kind of coagulative precipitation tank.
Background technology
Industrial, adopt coagulant sedimentation to handle usually for the sewage that contains suspended solid or colloid pollution thing.Its processing procedure mainly comprises: sewage enters and fully mixes after mixing pit adds coagulant and flocculation aid, entering coagulation reaction tank then reacts, suspended solid or colloid pollution thing are condensed into bigger floccule, enter sedimentation basin sedimentation floccule at last, and discharge mud and clear water.Sedimentation basin is very important equipment in whole process, and its structure is also comparatively complicated.Industrial, tube settler is used morely.The structure of general tube settler is: on the relative pool wall top of pond body two, have water inlet and delivery port, have sludge outlet with the pool wall bottom of delivery port homonymy, progressively tilt from high to low from water inlet one side to sludge outlet one side at the bottom of the pond, the pond body is separated into two-layer up and down by baffle plate in the pond, the upper strata is a clear water zone, lower floor is cloth pool and settling zone, water inlet communicates with the settling zone by a vertical passage, settle one group of inclined tube on the baffle plate, the lower end import of inclined tube is with the cloth pool and the settling zone communicates and nearly sludge outlet one side, and the upper end outlet is in the middle and upper part of clear water zone and a side of nearly water inlet.Sewage enters cloth pool and settling zone from water inlet by vertical passage, enters clear water zone by inclined tube then.Owing to the damping action that stops of inclined tube, the settling zone is returned in the floccule sedimentation, and clear water is discharged by delivery port.Sludge outlet generally is equipped with valve, the mud intermittent discharge.In the prior art, because the forward flow power of worry about water, the delivery port horizontal level of sedimentation basin is lower than water inlet, because clear water zone current lateral flow power is excessive, thereby causes water outlet often to contain more remaining floccule.And because in the sedimentation basin pond, flow rate of water flow is very slow, processing waterpower dead angle, pond is very big, so just greatly reduces the volume utilization of handling the pond
Summary of the invention
It is not exclusively shameless to solve in the prior art that technical problem to be solved in the utility model provides a kind of inclined tube coagulative precipitation tank, handles the low defective of pond utilization rate.
Technical scheme
The utility model provides a kind of inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet and delivery port, have sludge outlet with the pool wall bottom of delivery port homonymy, the pond body is separated into two-layer up and down by baffle plate in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage, settle one group of inclined tube on the baffle plate, the lower end import of inclined tube and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet one side, the upper end outlet is in the middle and upper part of clear water zone and a side of nearly water inlet, in lower floor agitating device is housed.
Described agitating device is the cartridge type impeller.
Beneficial effect
The utility model has an agitating device, makes the current of settling zone accelerate, and has utilized each corner of sedimentation basin fully, improved greatly, the volume service efficiency, and reaction speed is also accelerated greatly, better processing effect just makes the remaining floccule content of water outlet significantly reduce.
Description of drawings
Fig. 1 the utility model structural representation.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model.Should be understood that these embodiment only to be used to the utility model is described and be not used in the restriction scope of the present utility model.Should be understood that in addition those skilled in the art can make various changes or modifications the present invention after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
Embodiment 1
A kind of inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet 1 and delivery port 2, have sludge outlet 3 with the pool wall bottom of delivery port 2 homonymies, the pond body is separated into two-layer up and down by baffle plate 4 in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage 7, settle one group of inclined tube 5 on the baffle plate 4, the lower end import of inclined tube 5 and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet 3 one sides, the upper end outlet is in the middle and upper part of clear water zone and 1 one sides of nearly water inlet, in lower floor a cartridge type impeller 6 is housed.

Claims (2)

1. inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet (1) and delivery port (2), have sludge outlet (3) with the pool wall bottom of delivery port (2) homonymy, the pond body is separated into two-layer up and down by baffle plate (4) in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage (7), it is characterized in that: baffle plate (4) is gone up and is settled one group of inclined tube (5), the lower end import of inclined tube (5) and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet (3) one sides, the upper end outlet is in the middle and upper part of clear water zone and (1) one side of nearly water inlet, in lower floor agitating device (6) is housed.
2. inclined tube coagulative precipitation tank as claimed in claim 1 is characterized in that: described agitating device (6) is the cartridge type impeller.
CNU2007200717931U 2007-06-28 2007-06-28 Pipe chute coagulating sedimentation pool Expired - Lifetime CN201064679Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200717931U CN201064679Y (en) 2007-06-28 2007-06-28 Pipe chute coagulating sedimentation pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200717931U CN201064679Y (en) 2007-06-28 2007-06-28 Pipe chute coagulating sedimentation pool

Publications (1)

Publication Number Publication Date
CN201064679Y true CN201064679Y (en) 2008-05-28

Family

ID=39481839

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200717931U Expired - Lifetime CN201064679Y (en) 2007-06-28 2007-06-28 Pipe chute coagulating sedimentation pool

Country Status (1)

Country Link
CN (1) CN201064679Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102557345A (en) * 2012-02-09 2012-07-11 湖南农业大学 Treatment method of wastewater from processing of betel nuts
CN105236675A (en) * 2015-10-14 2016-01-13 深圳职业技术学院 Electroplating waste water treatment method and device
CN108758023A (en) * 2018-06-19 2018-11-06 江苏锐鸿机械有限公司 K-type storm valve

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102557345A (en) * 2012-02-09 2012-07-11 湖南农业大学 Treatment method of wastewater from processing of betel nuts
CN102557345B (en) * 2012-02-09 2014-01-15 湖南农业大学 Treatment method of wastewater from processing of betel nuts
CN105236675A (en) * 2015-10-14 2016-01-13 深圳职业技术学院 Electroplating waste water treatment method and device
CN105236675B (en) * 2015-10-14 2017-11-14 深圳职业技术学院 The method and electroplating waste processing equipment of a kind of electroplating wastewater processing
CN108758023A (en) * 2018-06-19 2018-11-06 江苏锐鸿机械有限公司 K-type storm valve

Similar Documents

Publication Publication Date Title
CN203545807U (en) Micro-sand circular settling pond for sewage treatment
CN201890794U (en) Novel high-efficiency physicochemical water treatment settling tank device
CN102659227A (en) Middle-set type high density sediment water purification tank and purification technology thereof
CN111392920A (en) High-efficient micro-nano air supporting sewage treatment plant
CN208829353U (en) Sewage treatment settler
CN203355383U (en) Coagulative precipitation tank
CN108328786A (en) A kind of water treatment facilities and method for treating water
CN201064679Y (en) Pipe chute coagulating sedimentation pool
CN207276278U (en) Combined type coagulative precipitation device
CN202625908U (en) Central-positioned high-density precipitating water purifying pond
CN2651237Y (en) Unitary sewage purifying desliming rapid treating apparatus
CN201108760Y (en) Highly effective tipping plate precipitating tank
CN217025458U (en) Internal circulation synergistic coagulating sedimentation reactor
CN203540146U (en) Novel efficient physical-chemical water processing and precipitating device
CN102311171A (en) Horizontal well sewage treatment plant and method thereof
CN203017818U (en) Circular reaction sedimentation tank in water treatment
CN201354326Y (en) Multi-flow direction reinforced clarifier
CN201148371Y (en) Aluminum oxide industrial production wastewater treatment recycling apparatus
CN110204104B (en) Suspension medium layer filtration system based on mechanical stirring layering
CN206538286U (en) A kind of integrated small displacement sewage water advanced treatment apparatus
CN206666280U (en) A kind of wastewater from chemical industry purifier
CN103523920B (en) Biological sewage treatment device
CN205099557U (en) Multi -functional IBR synthesizes reactor
CN205398397U (en) Integrated sewage treatment device
CN212982640U (en) High-efficient micro-nano air supporting sewage treatment plant

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: SHANGHAI MODERN TCM CO., LTD.

Free format text: FORMER NAME: SHANGHAI MODERN CHINESE TRADITIONAL MEDICINE TECHNOLOGY DEVELOPMENT CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 200051 7F-C, 600 lane, Tian Shan Road, Shanghai, Changning District, 4

Patentee after: Shanghai Modern Traditional Chinese Medicine Co., Ltd.

Address before: 200051 7F-C, 600 lane, Tian Shan Road, Shanghai, Changning District, 4

Patentee before: Shanghai Modern Chinese Traditional Medicine Technology Development Co., Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20080528