CN205710206U - A kind of integral type sewage processing means - Google Patents

A kind of integral type sewage processing means Download PDF

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Publication number
CN205710206U
CN205710206U CN201620587772.4U CN201620587772U CN205710206U CN 205710206 U CN205710206 U CN 205710206U CN 201620587772 U CN201620587772 U CN 201620587772U CN 205710206 U CN205710206 U CN 205710206U
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China
Prior art keywords
zoneofoxidation
sub
integral type
type sewage
sewage processing
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CN201620587772.4U
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Inventor
乔瑞平
李海洋
耿翠玉
陈广升
迟娟
李璐
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Bo Tian Environmental Technology (tianjin) Co Ltd
Bossin Environmental Engineering (beijing) Co Ltd
Poten Environment Group Co Ltd
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Bo Tian Environmental Technology (tianjin) Co Ltd
Bossin Environmental Engineering (beijing) Co Ltd
Poten Environment Group Co Ltd
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Priority to CN201620587772.4U priority Critical patent/CN205710206U/en
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Abstract

The utility model embodiment discloses a kind of integral type sewage processing means, including: homogeneous district, condensation region, flocculation zone, settling zone, sludge sump and zoneofoxidation, homogeneous district is connected with condensation region top, bottom, homogeneous district is provided with water inlet, bottom is connected with demulsifier grug feeding jar, condensation region is connected with bottom flocculation zone, it is internally provided with the first paddle, bottom is connected with the first flocculant grug feeding jar, flocculation zone top is connected with settling zone top, flocculation zone is internally provided with the second paddle, bottom is connected with the second flocculant grug feeding jar, settling zone top is connected with zoneofoxidation top, top is provided with Slag Scraping Device, bottom is provided with sludge outlet, sludge sump is positioned at below the gap of settling zone and zoneofoxidation, it is provided with aerator bottom zoneofoxidation, aerator is connected with ozone generator, bottom is provided with delivery port.This integral type sewage processing means floor space is little, is moved easily, is especially suitable for the process of sudden water pollution event.

Description

A kind of integral type sewage processing means
Technical field
The utility model relates to water treatment field, particularly to a kind of integral type sewage processing means.
Background technology
With economic fast development, China's etesian sudden water pollution event gets more and more, and sudden water is dirty It is of a great variety that dye event typically has sewage, the complicated feature of pollutant component.
In the existing treatment technology for the pollution of accident water, commonly used combined treatment technology, for example, by electrically Floating process, Fenton (Fenton) reaction, neutralize flocculation, microfiltration membranes is processed, ultraviolet light reaction, ozone and activated carbon are processed, at absorption Manage a series of process technique composition, the sewage containing orgnic compound pollution and bio-toxicity pollution can be processed.Also have some to process Technique uses ozone as the source of the gas of airfloat equipment, by air supporting oxidation pond, Slag Scraping Device, sedimentation basin, settling vessel, clear water reserviors, automatically controlled System and machine room composition processing equipment.
But, owing to technique is tediously long in above-mentioned process technique, process complex steps, cause processing equipment huge, exist and account for The shortcoming of the big and mobile inconvenience of ground area, for processing, sudden water pollution event is very inconvenient.
Utility model content
The purpose of the utility model embodiment is to provide a kind of integral type sewage processing means, is used for solving existing process The problem of the big and mobile inconvenience of the floor space that sudden water pollution event device exists.Technical scheme is as follows:
A kind of integral type sewage processing means, comprising: homogeneous district, condensation region, flocculation zone, settling zone, sludge sump and oxidation District, wherein,
Described homogeneous district is connected with described condensation region top, and bottom, described homogeneous district is provided with water inlet, described homogeneous It is connected by pipeline with demulsifier grug feeding jar bottom district;
Described condensation region is connected bottom described flocculation zone, and described condensation region is internally provided with the first paddle, bottom It is connected by pipeline with the first flocculant grug feeding jar;
Described flocculation zone top is connected by overfall with described settling zone top, and described flocculation zone is internally provided with Two paddles, bottom is connected by pipeline with the second flocculant grug feeding jar;
Described settling zone top is connected by pipeline with described zoneofoxidation top, and described settling zone top is provided with scrapes slag Machine, bottom is provided with sludge outlet;
Described sludge sump is positioned at below the gap of described settling zone and described zoneofoxidation, and described sludge outlet is positioned at described The top of sludge sump;
Being provided with aerator bottom described zoneofoxidation, described aerator is connected with ozone generator by pipeline, described oxygen Hua Qu top is provided with exhaust outlet, and bottom is provided with delivery port.
In a kind of embodiment of the present utility model, described zoneofoxidation includes: the first sub-zoneofoxidation, the second sub-zoneofoxidation And the 3rd sub-zoneofoxidation, wherein,
Described first sub-zoneofoxidation is connected with described second sub-zoneofoxidation bottom, described second sub-zoneofoxidation and described the Three sub-zoneofoxidation tops are connected, and are respectively provided with bottom described first sub-zoneofoxidation, the second sub-zoneofoxidation and the 3rd sub-zoneofoxidation Having the first aerator, the second aerator and the 3rd aerator, top is provided with exhaust outlet, described first sub-zoneofoxidation top with Described settling zone top is connected by pipeline, and described 3rd sub-zoneofoxidation bottom is provided with delivery port.
In a kind of embodiment of the present utility model, described settling zone is internally provided with precipitation inclined plate.
In a kind of embodiment of the present utility model, described flocculation zone top is provided with downflow weir, and described downflow weir sets It is placed in the lower section of described overfall.
In a kind of embodiment of the present utility model, described water inlet is connected with water inlet pipe, and described water inlet pipe is arranged There is intake pump.
In a kind of embodiment of the present utility model, described integral type sewage processing means also includes: sludge dewatering fills Putting, described sludge dehydration device is connected by pipeline with described sludge sump, and this pipeline is provided with sludge pump.
In a kind of embodiment of the present utility model, described integral type sewage processing means also includes: vent gas treatment fills Putting, described exhaust gas processing device is connected by pipeline with described exhaust outlet.
In a kind of embodiment of the present utility model, described integral type sewage processing means is positioned at container.
In a kind of embodiment of the present utility model, described container is placed on truck.
The utility model embodiment provides a kind of integral type sewage processing means, by homogeneous district, condensation region, flocculation zone, Settling zone and zoneofoxidation composition, form the processing means of integral type, and the water inlet from bottom, homogeneous district for the sewage enters, and sequentially passes through Homogeneous district, condensation region, flocculation zone, settling zone and zoneofoxidation, the delivery port from zoneofoxidation bottom for the water outlet after process is discharged, it is achieved Process to sewage.In the technical solution of the utility model, coagulation is combined with ozonation technology, simple to operate, it is processed into This is low, can be used for the fields such as oil field, gas drilling and advanced treatment of wastewater, this integral type sewage processing means floor space Little, it is moved easily, be especially suitable for the process of sudden water pollution event.
Brief description
In order to be illustrated more clearly that the utility model embodiment or technical scheme of the prior art, below will be to embodiment Or the accompanying drawing of required use is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is only It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work Under, other accompanying drawing can also be obtained according to these accompanying drawings.
The structural representation of a kind of integrated sewage treating apparatus that Fig. 1 is provided by the utility model embodiment;
The structural representation of the another kind of integrated sewage treating apparatus that Fig. 2 is provided by the utility model embodiment.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of making creative work The every other embodiment being obtained, broadly falls into the scope of the utility model protection.
The utility model provides a kind of integral type sewage processing means, as it is shown in figure 1, this device may include that homogeneous District the 01st, condensation region the 02nd, flocculation zone the 03rd, settling zone the 04th, sludge sump 05 and zoneofoxidation 06.
Concrete, homogeneous district 01 is connected with condensation region 02 top, and bottom, homogeneous district 01 is provided with water inlet 012, homogeneous It is connected by pipeline with demulsifier grug feeding jar 011 bottom district 01;Condensation region 02 is connected bottom flocculation zone 03, in condensation region 02 Portion is provided with the first paddle 021, and bottom is connected by pipeline with the first flocculant grug feeding jar 022;Flocculation zone 03 top with heavy Top, shallow lake district 04 is connected by overfall 033, and flocculation zone 03 is internally provided with the second paddle 031, bottom and the second flocculation Agent grug feeding jar 032 is connected by pipeline;Settling zone 04 top is connected by pipeline 11 with zoneofoxidation 06 top, settling zone 04 top Being provided with Slag Scraping Device 041, bottom is provided with sludge outlet 042;Sludge sump 05 is positioned between described settling zone 04 and zoneofoxidation 06 Below gap, and sludge outlet 042 is positioned at the top of sludge sump 05;It is provided with aerator 060, aerator 060 bottom zoneofoxidation 06 Being connected with ozone generator 07 by pipeline, zoneofoxidation 06 top is provided with exhaust outlet, and bottom is provided with delivery port 067.
In actual application, water inlet 012 can be connected with water inlet pipe, and water inlet pipe can arrange intake pump 08.By breaking The medicament that emulsion grug feeding jar 011 adds in homogeneous district 01 can be: the one in demulsifier, gel breaker, inorganic acids material Or it is several.Sewage is entered homogeneous district 01 from water inlet 012 by the castering action of intake pump 08, with the medicament in homogeneous district 01 Mixing, eliminates the emulsion in sewage, it is simple to the carrying out of subsequent treatment under pharmacy effect.
After liquid level in homogeneous district 01 reach a certain height, sewage enters in condensation region 02 under gravity.By The first flocculant that one flocculant grug feeding jar 022 adds in condensation region 02 can be: aluminum sulfate, aluminium polychloride, polymerised sulphur One or more in acid ferro-aluminum, bodied ferric sulfate.In entrance condensation region 02, sewage is at the stirring action of the first paddle 021 Under, it is sufficiently mixed with the first flocculant, make the less flco that the pollutant in sewage is formed.
Sewage after processing through condensation region 02 enters in flocculation zone 03.By the second flocculant grug feeding jar 032 to flocculation zone The second flocculant adding in 03 can be: PAMC, PAMA, non-ionic polyacrylamide And one or more in diatomite.Sewage in entrance flocculation zone 03 is under the stirring action of the second paddle 031, with second Flocculant is sufficiently mixed, and makes the less flco in sewage form bigger flco, beneficially follow-up precipitation and oxidation processes.
It should be noted that above-mentioned paddle and grug feeding jar can be respectively adopted existing paddle and grug feeding jar, ability Field technique personnel can select according to factors such as sewage qualities, does not specifically limit at this.
Sewage after flocculation zone 03 is processed is entered by overfall 033 and carries out precipitation process, sewage in settling zone 04 In scum silica frost rise to sewage surface, be removed through the process of Slag Scraping Device.Flco sinks down into formation mud bottom settling zone 04 Discharge from sludge outlet 042.
In actual application, Slag Scraping Device 041 can be through settling zone 04 and zoneofoxidation 06 from the scum silica frost that sewage surface strikes off Gap falls in sludge sump 05, and the mud discharged from sludge outlet 042 also can enter sludge sump 05.It should be noted that Sludge outlet 042 can be connected with sludge sump 05 by pipeline, and sludge outlet 042 also can be not attached to sludge sump 05, works as dirt When mud outlet 042 can be connected with sludge sump 05 by pipeline, mud can be entered in sludge sump 05 by pipeline;Work as mud When outlet 042 and sludge sump 05 are not attached to, owing to sludge outlet 042 is positioned at the top of sludge sump 05, therefore mud can be direct Falling in sludge sump 05, this is all rational.
Sewage after precipitation process is entered by pipeline 11 and carries out oxidation processes in zoneofoxidation 06, and ozone generator 07 produces Raw ozone enters in zoneofoxidation 06 through piping, ozone and the pollutant generation oxidation reaction in sewage, and then by sewage Pollutant removal.Rising to the tail gas above sewage to pass through outside exhaust outlet discharger, delivery port is passed through in the water outlet after process 067 discharges.
It should be noted that above-mentioned aerator can use existing any aerator, for example, it may be aeration plate etc., As long as the purpose of aeration can be reached to carry out in zoneofoxidation, can be by those skilled in the art according to need when actually used The amount wanting ozone selects, and does not specifically limit at this.Above-mentioned ozone generator also can use existing any ozone Generator, does not specifically limit at this.
In a kind of preferred embodiment of the present utility model, as in figure 2 it is shown, zoneofoxidation 06 can include three son oxidations District, is respectively as follows: the first sub-zoneofoxidation the 061st, the second sub-zoneofoxidation 062 and the 3rd sub-zoneofoxidation 063, wherein, the first sub-zoneofoxidation 061 is connected with the second sub-zoneofoxidation 062 bottom, and the second sub-zoneofoxidation 062 is connected with the 3rd sub-zoneofoxidation 063 top, the It is respectively arranged with the first aerator the 064th, bottom one sub-zoneofoxidation the 061st, the second sub-zoneofoxidation 062 and the 3rd sub-zoneofoxidation 063 Two aerators 065 and the 3rd aerator 066, top is provided with exhaust outlet (not shown), the first sub-zoneofoxidation 061 top Being connected by pipeline 11 with settling zone 04 top, the 3rd sub-zoneofoxidation 063 bottom is provided with delivery port 067.
The setting of three sub-zoneofoxidations can increase the effective depth of oxidation reaction, and sewage sequentially passes through the first sub-zoneofoxidation 061st, the oxidation processes of the second sub-zoneofoxidation 062 and the 3rd sub-zoneofoxidation 063, makes oxidation reaction more abundant, pollutants removal rate Higher.
In actual application, the pollutant levels of the sewage in entrance the first sub-zoneofoxidation 061 are the highest, therefore the first son oxidation It is easier on the first aerator 064 bottom district 061 to assemble pollutant, affect aeration effect.First sub-zoneofoxidation 061 and The set-up mode that two sub-zoneofoxidation 062 bottoms are connected can well solve this problem, and sewage is from the first sub-zoneofoxidation 061 The pipeline 11 on top enters, and flows into the second sub-zoneofoxidation 062 from bottom, can play souring to the first aerator 064, will The pollutant assembled on first aerator 064 is taken away, and then carries out further oxidation processes to it.
In a kind of preferred embodiment of the present utility model, precipitation inclined plate 043 can be set in the middle part of settling zone 04 to add The precipitation of the dirty water pollutant of speed, improves treatment effeciency.This precipitation inclined plate 043 can use existing precipitation inclined plate, for example, and can To be awave precipitation inclined plate, can reach to accelerate the purpose of precipitation, specifically not limit at this.
In a kind of preferred embodiment of the present utility model, downflow weir 034 can be set on flocculation zone 03 top, specifically , downflow weir 034 can be arranged at the lower section of overfall 033, and downflow weir 034 can make sewage uniformly overflow from overfall 033, Can play simultaneously and slow down water velocity, stablize the effect of its flowing, be more conducive to the process of this integral type sewage processing means The stability of journey.
In a kind of preferred embodiment of the present utility model, above-mentioned integral type sewage processing means can also include: dirty Mud is dehydrated device 09, and sludge dehydration device 09 can be connected by pipeline with sludge sump 05, and this pipeline can arrange sludge pump 091, by sludge pump 091, the mud in sludge sump 05 and scum silica frost are delivered to, in sludge dehydration device 09, carry out processed, Make the separation of solid and liquid in mud and scum silica frost, facilitate the follow-up process to mud and scum silica frost.
In order to prevent the ozone in tail gas from polluting air, above-mentioned integral type sewage processing means can also include: Exhaust gas processing device 10, concrete, exhaust gas processing device 10 can be connected with exhaust outlet by pipeline.First sub-zoneofoxidation is the 061st, The ozone not reacted in second sub-zoneofoxidation 062 and the 3rd sub-zoneofoxidation 063 can rise to above sewage, passes through exhaust outlet Entering in exhaust gas processing device 10, after processing through exhaust gas processing device 10, ozone is destroyed, and tail gas is carried out after reaching discharge standard Discharge, it is to avoid air is polluted.Wherein, above-mentioned exhaust gas processing device 10 can use existing tail gas breaking plant, energy Enough reach to remove the purpose of ozone in tail gas, be not specifically limited at this.
Processing to sudden water is pollution-free for convenience of mobile above-mentioned integral type sewage processing means, the utility model is real Execute in example and above-mentioned integral type sewage processing means can also be placed in container, when reality is applied, can be at container On offer wastewater inlet and outlet of sewer, wastewater inlet for injecting sewage in integral type sewage processing means, outlet of sewer Discharge from integral type sewage processing means for the water outlet after processing.
In order to increase the mobility of above-mentioned integral type sewage processing means further, above-mentioned container can also be laid On truck, form vehicular integral type sewage processing means, when sudden water pollution event occurs, truck can be driven To water contamination accident spot, can be more quick, more easily sudden water pollution event is processed.
Visible, the utility model embodiment provides a kind of integral type sewage processing means, by homogeneous district, condensation region, wadding Coagulation zone, settling zone and zoneofoxidation composition, form the processing means of integral type, and the water inlet from bottom, homogeneous district for the sewage enters, and depends on Secondary through homogeneous district, condensation region, flocculation zone, settling zone and zoneofoxidation, the delivery port row from zoneofoxidation bottom for the water outlet after process Go out, it is achieved the process to sewage.In the technical solution of the utility model, coagulation is combined with ozonation technology, simple to operate, Processing cost is low, can be used for the fields such as oil field, gas drilling and advanced treatment of wastewater, and this integral type sewage processing means is taken up an area Area is little, is moved easily, and is especially suitable for the process of sudden water pollution event.
It should be noted that herein, the relational terms of such as first and second or the like is used merely to a reality Body or operation separate with another entity or operating space, and deposit between not necessarily requiring or imply these entities or operating Relation or order in any this reality.And, term " includes ", "comprising" or its any other variant are intended to Comprising of nonexcludability, so that include that the process of a series of key element, method, article or equipment not only include that those are wanted Element, but also include other key elements being not expressly set out, or also include for this process, method, article or equipment Intrinsic key element.In the case of there is no more restriction, the key element being limited by statement " including ... ", it is not excluded that Including the process of described key element, method, article or equipment there is also other identical element.
Each embodiment in this specification all uses related mode to describe, identical similar portion between each embodiment Dividing and seeing mutually, what each embodiment stressed is the difference with other embodiments.
The foregoing is only preferred embodiment of the present utility model, be not intended to limit protection model of the present utility model Enclose.All any modification, equivalent substitution and improvement etc. made within spirit of the present utility model and principle, are all contained in this reality With in novel protection domain.

Claims (9)

1. an integral type sewage processing means, it is characterised in that include: homogeneous district (01), condensation region (02), flocculation zone (03), settling zone (04), sludge sump (05) and zoneofoxidation (06), wherein,
Described homogeneous district (01) is connected with described condensation region (02) top, and described homogeneous district (01) bottom is provided with water inlet (012), described homogeneous district (01) bottom is connected by pipeline with demulsifier grug feeding jar (011);
Described condensation region (02) is connected with described flocculation zone (03) bottom, and described condensation region (02) is internally provided with the first stirring Oar (021), bottom is connected by pipeline with the first flocculant grug feeding jar (022);
Described flocculation zone (03) top is connected by overfall (033) with described settling zone (04) top, described flocculation zone (03) being internally provided with the second paddle (031), bottom is connected by pipeline with the second flocculant grug feeding jar (032);
Described settling zone (04) top is connected by pipeline (11) with described zoneofoxidation (06) top, described settling zone (04) top Being provided with Slag Scraping Device (041), bottom is provided with sludge outlet (042);
Described sludge sump (05) is positioned at below the gap of described settling zone (04) and described zoneofoxidation (06), and described sludge outlet (042) it is positioned at the top of described sludge sump (05);
Described zoneofoxidation (06) bottom is provided with aerator (060), and described aerator (060) passes through pipeline and ozone generator (07) being connected, described zoneofoxidation (06) top is provided with exhaust outlet, and bottom is provided with delivery port (067).
2. integral type sewage processing means as claimed in claim 1, it is characterised in that described zoneofoxidation (06) includes: first Sub-zoneofoxidation (061), the second sub-zoneofoxidation (062) and the 3rd sub-zoneofoxidation (063), wherein,
Described first sub-zoneofoxidation (061) is connected with described second sub-zoneofoxidation (062) bottom, described second sub-zoneofoxidation (062) it is connected with described 3rd sub-zoneofoxidation (063) top, described first sub-zoneofoxidation (061), the second sub-zoneofoxidation (062) it and is respectively arranged with the first aerator (064), the second aerator (065) and the 3rd bottom the 3rd sub-zoneofoxidation (063) to expose Gas device (066), top is provided with exhaust outlet, and described first sub-zoneofoxidation (061) top leads to described settling zone (04) top Piping (11) is connected, and described 3rd sub-zoneofoxidation (063) bottom is provided with delivery port (067).
3. integral type sewage processing means as claimed in claim 1, it is characterised in that described settling zone (04) is internal to be arranged There is precipitation inclined plate (043).
4. integral type sewage processing means as claimed in claim 1, it is characterised in that described flocculation zone (03) top is provided with Downflow weir (034), described downflow weir (034) is arranged at the lower section of described overfall (033).
5. integral type sewage processing means as claimed in claim 1, it is characterised in that described water inlet (012) be connected with into Water pipe, described water inlet pipe is provided with intake pump (08).
6. integral type sewage processing means as claimed in claim 1, it is characterised in that also include: sludge dehydration device (09), Described sludge dehydration device (09) is connected by pipeline with described sludge sump (05), and this pipeline is provided with sludge pump (091).
7. the integral type sewage processing means as described in any one of claim 1-6, it is characterised in that also include: vent gas treatment Device (10), described exhaust gas processing device (10) is connected by pipeline with described exhaust outlet.
8. integral type sewage processing means as claimed in claim 7, it is characterised in that described integral type sewage processing means position In container.
9. integral type sewage processing means as claimed in claim 8, it is characterised in that described container is placed on truck.
CN201620587772.4U 2016-06-16 2016-06-16 A kind of integral type sewage processing means Active CN205710206U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107619101A (en) * 2017-10-26 2018-01-23 杨晓艳 A kind of device and technique that sewage drainage is further handled using tide
CN109467213A (en) * 2018-11-13 2019-03-15 佛山市雅洁源科技股份有限公司 A kind of emulsifying liquid waste water processing equipment and its treatment process

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107619101A (en) * 2017-10-26 2018-01-23 杨晓艳 A kind of device and technique that sewage drainage is further handled using tide
CN109467213A (en) * 2018-11-13 2019-03-15 佛山市雅洁源科技股份有限公司 A kind of emulsifying liquid waste water processing equipment and its treatment process
CN109467213B (en) * 2018-11-13 2021-10-26 佛山市雅洁源科技股份有限公司 Emulsion wastewater treatment equipment and treatment process thereof

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