CN206051798U - Sewage pre-treatment integrated apparatus - Google Patents
Sewage pre-treatment integrated apparatus Download PDFInfo
- Publication number
- CN206051798U CN206051798U CN201621033970.2U CN201621033970U CN206051798U CN 206051798 U CN206051798 U CN 206051798U CN 201621033970 U CN201621033970 U CN 201621033970U CN 206051798 U CN206051798 U CN 206051798U
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- CN
- China
- Prior art keywords
- sewage
- sand
- sediment
- pipe
- hand basket
- 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
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 79
- 238000002203 pretreatment Methods 0.000 title claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 241001672694 Citrus reticulata Species 0.000 claims description 4
- 238000001556 precipitation Methods 0.000 claims description 4
- 238000000746 purification Methods 0.000 claims description 4
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 3
- 239000010962 carbon steel Substances 0.000 claims description 3
- 238000011109 contamination Methods 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 210000004247 Hand Anatomy 0.000 claims description 2
- 239000012530 fluid Substances 0.000 claims 1
- 230000001105 regulatory Effects 0.000 abstract description 18
- 239000000126 substance Substances 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 6
- 238000005273 aeration Methods 0.000 abstract description 5
- 238000006460 hydrolysis reaction Methods 0.000 abstract description 4
- 239000002351 wastewater Substances 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 abstract description 2
- 239000003247 radioactive fallout Substances 0.000 abstract description 2
- 230000031018 biological processes and functions Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 14
- 241000196324 Embryophyta Species 0.000 description 5
- 238000001914 filtration Methods 0.000 description 3
- 230000037250 Clearance Effects 0.000 description 2
- 230000035512 clearance Effects 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 241001661194 Dives Species 0.000 description 1
- 210000003437 Trachea Anatomy 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 235000008446 instant noodles Nutrition 0.000 description 1
- 238000009114 investigational therapy Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N oxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Abstract
Sewage pre-treatment integrated apparatus, according to the characteristics of rural area villages and small towns and residence district, sewage disposal device needs miniaturization generalization through research design, grid interception, sand setting and regulating reservoir is combined together, changes the method for operation of traditional three units.Conventional grates are changed to the design of grid hand basket in the design of this device, and manual operation, no plant equipment need not be safeguarded in running.Setting pot using the perpendicular stream sand setting mode of aeration eddy flow, accelerates sand fallout using flow rotation effect in the design, and sediment outflow adopts gravity sediment outflow mode, do not set any plant equipment, need not safeguard in running.Regulating reservoir designs immersible pump by sewage lifting to sewage-treatment plant in the design in regulating reservoir, it is provided with pushing flow mixer, using the effect of anaerobe, make Organic substance that hydrolysis, acidifying and methanation to occur, remove the Organic substance in waste water, and the biodegradability of sewage is improved, be conducive to follow-up Aerobic biological process.
Description
Technical field
This device is related to small-scale water process integrated treatment unit technical field, the more particularly to water in rural area township, town, village
The early stage of process is processed.Process suitable for scattered villages and small towns and urban cells dirt resident living area sewage early stage.
Background technology
According to statistics, national villages and small towns produce sanitary sewage every year hundred million tons about more than 80, wherein 96% village does not have discharge conduit
And sewage disposal system.Sanitary sewage is discharged wantonly, the severe contamination ecological environment in rural area, directly threatens the vast farmerses masses
Healthy and rural area economic development.The tap water popularity rate in whole nation rural area only has 34% or so, also more than 300,000,000 at present
There is safe drinking water in peasant.The unprocessed direct discharge of the low situation of water head site water quality and domestic sewage in rural areas have it is direct because
Fruit relation.
Sewage disposal pattern in villages and small towns mainly has three kinds：(1) include urban drainage pipe network：The mainly agriculture of cities and towns suburb nearby
Village.(2) villages and small towns focus on pattern：Will the sewage centralized collection that produces of all resident families, it is unified to build sewage treatment plant.(2)
Decentralized processing pattern, will sewage subregion collect, individual processing, generally using middle-size and small-size sewage disposal device.
For can not unify to build sewage treatment plant or be incorporated to the dispersion villages and small towns of urban pipe network, suitably using small-scale sewage at
Reason equipment is realizing villages and small towns decentralized wastewater treatment.Sanitary sewage discharges the features such as time difference is big, and the water yield is concentrated, debris are more in water, is
Guarantee sewage later stage process it is normal run, have to configure grid, setting pot, tune before each integrated sewage treating apparatus
Section pond.The small-sized process dress of early stage sewage of this patent designed by small rural sewage-treatment plant is filled with later stage sewage disposal
Put and support the use.
Utility model content
According to the characteristics of rural area villages and small towns and residence district, sewage disposal device needs miniaturization to designer of the present utility model
Grid interception, sand setting and regulating reservoir are combined together by generalization through research design, change the operation side of traditional three units
Formula, the design fully take into account rural area management and economic condition many factors, as far as possible convenient using maintenance management simple to operate
The design concept of small investment.Conventional grates are changed to the design of grid hand basket in the design of this device, and manual operation does not have machinery to set
It is standby, need not safeguard in running.Setting pot flows sand setting mode using aeration eddy flow is perpendicular in the design, using flow rotation
Sand fallout is accelerated in effect, and sediment outflow adopts gravity sediment outflow mode, do not set any plant equipment, need not tie up in running
Shield.Regulating reservoir designs immersible pump by sewage lifting to sewage-treatment plant in the design in regulating reservoir, is provided with plug-flow stirring
Device, the design regulating reservoir can be used with simultaneous anaerobic pond.Immersible pump needs control conveying sewage quantity according to system using VFC.
Pushing flow mixer work during anaerobism causes pool inner water vortex rotation, accelerates anaerobe to be fully contacted with water, it is ensured that effluent quality.It is logical
The characteristics of crossing investigation villages and small towns sewage and its existing problems, this patent is in easy to operate, saving operating cost and management service expense
The purpose of preliminary treatment is issued to etc. condition.On this basis, develop a kind of primary treatment device of high efficiency low energy consumption and
Method-sewage pre-treatment integrated apparatus.
Sewage pretreating device technique described in this utility model, it is characterised in that：Technique is flexibly reliable and stable, after being
Continuous advanced treating provides safety, continuous, stable, guarantee.By the culture of anaerobe, using the effect of anaerobe, Organic substance is made
Generation hydrolysis, acidifying and methanation, remove the Organic substance in waste water, and improve the biodegradability of sewage, and it is follow-up good to be conducive to
Oxygen is carried out a biological disposal upon, and sewage pre-treatment integrated apparatus have easy transportation and installation quick, and short construction period can be according to different fields
The characteristics of ground situation combination in any, low investment cost.
Sewage pre-treatment integrated apparatus, the device include that grid hand basket 1, sediment by rotational flow pipe 2, sand-catching apparatus 3, compression are empty
Trachea 4, sanitary sewage import 5, impeller 6, sediment outflow pipe outlet 7, diving elevator pump 8, pretreated water outlet 9, balancing tank 10；
Subject of implementation structure of the balancing tank 10 for the sewage pre-treatment integrated apparatus, sanitary sewage import 5 are passed through with grid hand basket 1
Pipeline connects, and grid hand basket 1 is arranged on the top of sediment by rotational flow pipe 2, and 5 Jing grid hand basket 1 of sanitary sewage import enters the sand setting that becomes a mandarin
In pipe 2, stream sand sediment pipe 2 is arranged vertically in sand-catching apparatus 3, is provided with rotating flow between stream sand sediment pipe 2 and sand-catching apparatus 3
Space.
One end of compressed air hose 4 is connected with the top of stream sand sediment pipe 2, and compressed air hose 4 pairs is laggard through grid hand basket 1
The sewage become a mandarin in sand sediment pipe 2 is purged；Sewage after rotating flow purification is entered by the spout hole at the top of sand-catching apparatus 3
Enter balancing tank 10；Sewage contamination precipitation after rotating flow purification is in the bottom of sand-catching apparatus 3, and 3 bottom of Jing sand-catching apparatus
The sediment outflow pipe outlet 7 in portion is discharged.
Impeller 6 is arranged on the side of balancing tank 10, and diving elevator pump 8 is arranged on the bottom in balancing tank 10, dives
Water elevator pump 8 is connected with pretreated water outlet 9.
The grid hand basket 1 is that Manual mechanical adjusts hand basket.
Anaerobe is added with the balancing tank 10.
This device is carbon steel or stainless steel structure.
The operation principle and process of this device is as follows.
(1) grid hand basket processing stage sewage is directly entered the first of this device after anaerobic tank, by grid hand basket every
Leave away except big granule debris.
(2) sewage after the filtration of grid hand basket enters the perpendicular stream settling system of aeration, and sewage is subject in perpendicular stream sand sediment pipe
Compressed air hose air-out is purged, and sewage produces rotating flow motion in stream sand sediment pipe, and collision friction is produced between sand grains, will
The Organic substance for being wrapped in sand surface is removed, and produces clean sand setting, improves the clearance of sand, under the influence of centrifugal force compared with
The sand grains of weight is fallen in the sand deposition hopper of bottom, and water and lighter Organic substance rotate to outer, by subsequently water inlet plug-flow to overflow launder, Jing
Anaerobism regulating reservoir is flowed into after spout hole.Silt particle is discharged by discharge pipeline after the standard of presetting blowdown is reached after precipitation.
(3) after sewage enters anaerobism regulating reservoir, due to there is certain volume adjusted, the sanitary sewage discharge time difference is big, water yield wink
Between flow it is larger, sewage has certain time of staying in anaerobism regulating reservoir, sewage in anaerobism regulating reservoir impeller effect
Lower being fully contacted with anaerobe, makes Organic substance that hydrolysis, acidifying and methanation, the Organic substance in removal waste water to occur, and improves
The biodegradability of sewage, is conducive to follow-up Aerobic Process for Treatment.
(4) sewage after preliminary treatment can be continuously or discontinuously according to subsequent treatment process requirement by sewage pump
It is transported to later stage processing unit.
Sewage pretreating device technique that this utility model is related to and method compared with prior art, with following advantages：
Compact equipment, operating cost are low, effluent quality is good, Programmed control, remote monitoring, and operational management is simple, without the need for personnel
It is on duty.
(5) this utility model designs perpendicular stream settling system at anaerobism regulating reservoir center, makes full use of perpendicular stream settling system
As anaerobism regulating reservoir top plate supporting, stream settling system is erected using circumferentially drainage pattern, water distribution is uniformly conducive to anaerobic treatment.
(6) designed using carbon steel or stainless steel structure integrated moduleization, instant noodles are transported and installed, according to different regions
The floor space and capital expenditure of whole technique can be reduced, is adopted using indoor and outdoor or ground, semi-underground, subterranean designation
The control method combined with programme-control is controlled manually, unmanned is realized by remote monitoring so that operation operation and pipe
Reason is more simple and convenient, so as to reduce sewage disposal operating cost.
Description of the drawings
Fig. 1 is sewage pre-treatment integrated apparatus structure chart.
Specific embodiment
This device is elaborated 1 below in conjunction with the accompanying drawings.
Concrete operation step：
(1) intake：Through anaerobic tank sanitary sewage by water inlet pipe into this device first processing stage grid carry
Basket, is isolated by grid hand basket and removes big granule debris, when grid hand basket catching rubbish is expired soon, by pulley manually by grid
Hand basket lifts pours out rubbish, then grid hand basket is put into original position.
(2) sewage after the filtration of grid hand basket enters the perpendicular stream settling system of aeration, and sewage is subject in perpendicular stream sand sediment pipe
Aeration tube air-out is purged, and sewage produces rotating flow motion in perpendicular stream sand sediment pipe, and collision friction is produced between sand grains, will bag
The Organic substance for being rolled in sand surface is removed, and produces clean sand setting, improves the clearance of sand, heavier under the influence of centrifugal force
Sand grains fall in the sand deposition hopper of bottom, water and lighter Organic substance rotate to outer, arrive overflow launder by plug-flow of subsequently intaking, and Jing is excessive
Anaerobism regulating reservoir is flowed into after discharge orifice.Silt particle is discharged by discharge pipeline after reaching certain amount after precipitation certain hour, is discharged to sludge
Concentration basin, sludge can be processed by methane-generating pit in rural area, generate fertilizer and biogas.
(3) after sewage enters anaerobism regulating reservoir, due to there is certain volume adjusted, the sanitary sewage discharge time difference is big, water yield wink
Between flow it is larger, sewage has certain time of staying in anaerobism regulating reservoir, sewage in anaerobism regulating reservoir impeller effect
Lower being fully contacted with anaerobe, makes Organic substance that hydrolysis, acidifying and methanation, the Organic substance in removal waste water to occur, and improves
The biodegradability of sewage, is conducive to follow-up Aerobic Process for Treatment.Two position alarm, alarm signal energy are provided with anaerobism regulating reservoir
Enough it is sent in management personnel's handss.
(4) sewage after preliminary treatment is pipelined to after-treatment system by sewage pump, can be with root
Require continuously or discontinuously be conveyed through coarse filtration, anaerobism sewage to later stage aerobic treatment unit according to subsequent treatment process.
Claims (4)
1. sewage pre-treatment integrated apparatus, it is characterised in that：The device includes grid hand basket (1), sediment by rotational flow pipe (2), sinks
Sand device (3), compressed air hose (4), sanitary sewage import (5), impeller (6), sediment outflow pipe outlet (7), diving elevator pump
(8), pretreated water outlet (9), balancing tank (10)；Balancing tank (10) is the enforcement master of the sewage pre-treatment integrated apparatus
Body structure, sanitary sewage import (5) are connected by pipeline with grid hand basket (1), and grid hand basket (1) is arranged on sediment by rotational flow pipe
(2) top, sanitary sewage import (5) Jing grid hand baskets (1) are entered in the sand sediment pipe that becomes a mandarin (2), and stream sand sediment pipe (2) is vertically
It is arranged in sand-catching apparatus (3), between stream sand sediment pipe (2) and sand-catching apparatus (3), is provided with rotation fluid space；
One end of compressed air hose (4) is connected with the top of stream sand sediment pipe (2), and compressed air hose (4) is to through grid hand basket (1)
Sewage in the laggard sand sediment pipe that becomes a mandarin (2) is purged；Sewage after rotating flow purification passes through at the top of sand-catching apparatus (3)
Spout hole enters balancing tank (10)；Sewage contamination precipitation after rotating flow purification is in the bottom of sand-catching apparatus (3), and Jing
Sediment outflow pipe outlet (7) of sand-catching apparatus (3) bottom is discharged；
Impeller (6) is arranged on the side of balancing tank (10), and diving elevator pump (8) is arranged on the bottom in balancing tank (10)
Portion, diving elevator pump (8) are connected with pretreated water outlet (9).
2. sewage pre-treatment integrated apparatus according to claim 1, it is characterised in that：The grid hand basket (1) is handss
Dynamic mechanical type adjusts hand basket.
3. sewage pre-treatment integrated apparatus according to claim 1, it is characterised in that：Add in the balancing tank (10)
Added with anaerobe.
4. sewage pre-treatment integrated apparatus according to claim 1, it is characterised in that：This device is carbon steel or stainless steel
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621033970.2U CN206051798U (en) | 2016-08-31 | 2016-08-31 | Sewage pre-treatment integrated apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621033970.2U CN206051798U (en) | 2016-08-31 | 2016-08-31 | Sewage pre-treatment integrated apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206051798U true CN206051798U (en) | 2017-03-29 |
Family
ID=58375064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621033970.2U Expired - Fee Related CN206051798U (en) | 2016-08-31 | 2016-08-31 | Sewage pre-treatment integrated apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206051798U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109607780A (en) * | 2018-07-28 | 2019-04-12 | 贵州科学院 | A kind of erect-type integrated rural small towns wastewater reuse approach device |
| CN112973204A (en) * | 2021-02-22 | 2021-06-18 | 大连市市政设计研究院有限责任公司 | Aeration rotational flow grit chamber with centrifugal slag discharge function |
-
2016
- 2016-08-31 CN CN201621033970.2U patent/CN206051798U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109607780A (en) * | 2018-07-28 | 2019-04-12 | 贵州科学院 | A kind of erect-type integrated rural small towns wastewater reuse approach device |
| CN112973204A (en) * | 2021-02-22 | 2021-06-18 | 大连市市政设计研究院有限责任公司 | Aeration rotational flow grit chamber with centrifugal slag discharge function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20180831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |