CN209367890U - A kind of efficient fast sewage treatment device of mobile full-automatic - Google Patents
A kind of efficient fast sewage treatment device of mobile full-automatic Download PDFInfo
- Publication number
- CN209367890U CN209367890U CN201821960599.3U CN201821960599U CN209367890U CN 209367890 U CN209367890 U CN 209367890U CN 201821960599 U CN201821960599 U CN 201821960599U CN 209367890 U CN209367890 U CN 209367890U
- Authority
- CN
- China
- Prior art keywords
- level
- area
- high efficiency
- efficient
- efficiency filter
- 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.)
- Active
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 72
- 239000010802 sludge Substances 0.000 claims abstract description 56
- 230000003311 flocculating effect Effects 0.000 claims abstract description 33
- 239000003814 drug Substances 0.000 claims abstract description 32
- 238000006243 chemical reaction Methods 0.000 claims abstract description 28
- 238000009833 condensation Methods 0.000 claims abstract description 28
- 230000005494 condensation Effects 0.000 claims abstract description 28
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 8
- 238000000746 purification Methods 0.000 claims abstract description 6
- 238000001914 filtration Methods 0.000 claims description 42
- 239000004744 fabric Substances 0.000 claims description 34
- 230000037452 priming Effects 0.000 claims description 19
- 229920002401 polyacrylamide Polymers 0.000 claims description 17
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 claims description 14
- 239000000945 filler Substances 0.000 claims description 12
- 238000001514 detection method Methods 0.000 claims description 10
- 238000007790 scraping Methods 0.000 claims description 10
- 239000000701 coagulant Substances 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 3
- 230000008595 infiltration Effects 0.000 claims description 3
- 238000001764 infiltration Methods 0.000 claims description 3
- 238000011049 filling Methods 0.000 claims description 2
- 244000005700 microbiome Species 0.000 claims description 2
- 230000008719 thickening Effects 0.000 claims description 2
- 240000007594 Oryza sativa Species 0.000 claims 1
- 235000007164 Oryza sativa Nutrition 0.000 claims 1
- 235000009566 rice Nutrition 0.000 claims 1
- 230000007774 longterm Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 2
- 229920000742 Cotton Polymers 0.000 description 10
- 238000004140 cleaning Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000002203 pretreatment Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 230000002776 aggregation Effects 0.000 description 2
- 238000004220 aggregation Methods 0.000 description 2
- 230000001376 precipitating effect Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003933 environmental pollution control Methods 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Activated Sludge Processes (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a kind of efficient fast sewage treatment device of mobile full-automatic, it is characterized in that including that suction mud Zhuan Zhi ﹑ backwash water Chu Chi ﹑ sludge Chi ﹑ outlet conduit device and control system equipment are scraped in Jin Shui Guan Dao ﹑ hybrid reaction Qu ﹑ Yao agent Tian installation Zhi ﹑ efficient flocculating Qu ﹑ level-one high efficiency filter Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter Qu ﹑ second level Qing Shui Qu ﹑ sludge condensation Guo Lv Qu ﹑ backwash, sewage flows into hybrid reaction area by water inlet line, medicament adding device is connect by pipeline with efficient flocculating area, hybrid reaction area, sewage flows into efficient flocculating area, sewage flows into level-one high efficiency filter area, sewage enters level-one clear water zone after processed, into second level high efficiency filter area, flow into second level clear water zone, it is discharged by the water of second level clear water zone through outlet conduit device.The utility model has small volume structure compact, and total quality is relatively light, and circulation treating capacity is big, and purification speed is fast, and capacity of resisting impact load is strong, can run steadily in the long term, Automatic Control operation.
Description
Technical field
The present invention relates to automatical and efficient field of sewage treatment, and it is efficiently quickly dirty to particularly belong to a kind of mobile full-automatic
Water treatment facilities.
Background technique
Currently, the situation is tense for China's Water Environmental Pollution Control, the highest attention of national and local governments, ring have been caused
It protects supervise and examine to execute strictly, water environment treatment form is still severe.During " 13 " national and local governments policy, regulation,
Engineering, science and technology and education etc. take a series of measures, have played weight to the deterioration in containment city and its periphery water environment
It acts on.However, certain areas water body deteriorates, surrounding enviroment are seriously affected, resident and ecological environment have been caused seriously
Puzzlement.Water pollution how is quickly and effectively administered, transformation of the water body from " Heisui River " to " clear water " is realized in a short time, at locality
Government and common people's focus of attention.
Wastewater treatment in China technology is started late, but develop it is very fast especially in recent years, with the propulsion of relevant policies, I
State has reached unprecedented height to the attention of environmental protection, and relevant industries are quickly grown.But the quick processing for polluted-water
Technical equipment there is also short slab, currently there are quick sewage disposal device have the degree of automation low, outlet effect
Difference, filtrate easily block, and purified treatment speed is slow, and the big quality weight of volume, the disadvantage of capacity of resisting impact load difference causes in the market
Quick sewage disposal device not can be carried out serialization and run steadily in the long term, greatly reduce treatment effeciency.In view of the above-mentioned problems, I
Company's independent research manufactured and designed a kind of efficient fast sewage treatment device of mobile full-automatic.
Summary of the invention
The present invention provides a kind of efficient fast sewage treatment device of mobile full-automatic, is able to solve in above-mentioned background technique
The problem of mentioning.The present invention has small volume structure compact, and total quality is relatively light, and circulation treating capacity is big, and purification speed is fast,
Capacity of resisting impact load is strong, can run steadily in the long term, and Automatic Control operation is suitble in high concentrtion sanitary sewage disposal or work
The pre-treatment of industry waste water or burst Pollution water body treating or black and odorous water are promoted the use of when administering.
In order to achieve the above objectives, The technical solution adopted by the invention is as follows:
A kind of efficient fast sewage treatment device of mobile full-automatic, it is characterized in that including Jin Shui Guan Dao ﹑ hybrid reaction Qu ﹑
Yao agent Tian installs Zhi ﹑ efficient flocculating Qu ﹑ level-one high efficiency filter Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter Qu ﹑ second level Qing Shui Qu ﹑ additional
Sludge condensation Guo Lv Qu ﹑ backwash, which is scraped, inhales mud Zhuan Zhi ﹑ backwash water Chu Chi ﹑ sludge Chi ﹑ outlet conduit device and control system equipment, dirty
Water by water inlet line flow into hybrid reaction area, medicament adding device by pipeline respectively with hybrid reaction area and efficient flocculating area
Middle and lower part connection, flow into efficient flocculating area by the sewage in hybrid reaction area, subsequent sewage flows into level-one high efficiency filter area, quilt
Treated, and sewage enters level-one clear water zone, then enters back into second level high efficiency filter area, flows into second level clear water zone, second level clear water zone
Lateral surface outlet conduit device is installed, by the water of second level clear water zone enter outlet conduit device discharge, sludge condensation mistake
Filter area is integrally located at the lower section in level-one high efficiency filter area and second level high efficiency filter area, and backwash water reservoir is located at second level high efficiency filter area
With the lateral surface of second level clear water zone, backwash water reservoir is connect by pipeline with the middle part in Liang Ge high efficiency filter area, and the sludge is dense
Integrally vertical slope connection region, vertical slope connection are arranged contracting filtering area at inclined funnel ramped shaped, sludge condensation filtering area lower part
Logical region has connection opening portion to connect with the medial surface in efficient flocculating area, and there is spoil disposal in the end of the sludge condensation filtering area
The bottom in hole, sludge condensation filtering area is connect by pipeline with sludge-tank, level-one high efficiency filter area and second level high efficiency filter
Filter cloth bag is installed, the longitudinal side of filter cloth bag is equipped with backwash and scrapes mud-sucking device, and the control system is set in the middle part of area
Standby to be connect with medicament adding device by pipeline and control harness, control system equipment and backwash are scraped mud-sucking device and are connected by harness
It connects, mud-sucking device is scraped in the backwash to be had mobile Heng Che ﹑ Zi Xi Beng ﹑ roof beam structure and scrape suction mud component, and roof beam structure is mounted on the efficient mistake of level-one
The upper top in area and second level high efficiency filter area is filtered, mobile purlin vehicle is mounted on roof beam structure, and mobile purlin vehicle can back and forth move on roof beam structure
It is dynamic, filter cloth bag is installed, self priming pump is mounted on mobile purlin vehicle, scrapes the top for inhaling mud component and self priming pump connects below roof beam structure
It connects, scrapes and inhale the vertical longitudinal direction that mud component is installed on the fixed filter cloth bag intermediate region of roof beam structure, the self priming pump upper end passes through
Pipeline is connected with sludge-tank, and the suction mud component of scraping has anchor tip and U-shaped to scrape suction mud column, and it is generally hollow to scrape suction mud component
Body is scraped to inhale the U-shaped in mud component and scrape and inhales the vertical longitudinal direction that mud column is installed on the fixed filter cloth bag intermediate region of roof beam structure, fixed
Connector, which is mounted on U-shaped and scrapes, inhales the position that mud column is connect with self priming pump, and scraping suction mud component can be with mobile purlin vehicle self priming pump in roof beam structure
Upper reciprocating movement.
Preferably, the bottom outside in the level-one high efficiency filter Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter area passes through pipeline
It is connect with sludge-tank.
Preferably, the medicament adding device has medicament allotment Tong ﹑ detection Kong Qi ﹑ pump to inhale filler pipe and switch valve, medicine
Agent allotment bucket is inhaled filler pipe by pump and is connected to respectively with efficient flocculating area, hybrid reaction area, and switch valve is mounted on pump and inhales on filler pipe
Face, detection controller are inhaled filler pipe with medicament allotment barrel pump and are connect by harness, and detection controller passes through harness and control system
Equipment connection.
Preferably, aluminium chloride PAC coagulant, alkali formula chlorine are added by medicament adding device in the hybrid reaction area
The concentration for changing aluminium PAC coagulant is 10, and polyacrylamide PAM high is added by medicament adding device in efficient flocculating area
Flocculant is imitated, the concentration of polyacrylamide PAM efficient flocculant is 2/1000ths.
Preferably, the sludge blanket below two-stage high efficiency filter area, by micro- in the infiltration and sludge blanket of sludge blanket
Biology is filtered and purifies to sewage, then carries out three-dimensional hyperfiltration to sewage respectively by two-stage high efficiency filter area.
Preferably, the two-stage efficient ultramicro filter is furnished with fibre fluff filter cloth and is made, and two-stage efficient ultramicro filter cloth can
Particle or suspended matter that sectional dimension is greater than 10 microns are filtered out, has micropore above two-stage efficient ultramicro filter cloth.
Compared with the prior art, beneficial effects of the present invention are as follows:
The present invention is by installing Zhi ﹑ efficient flocculating Qu ﹑ level-one high efficiency filter additional to Jin Shui Guan Dao ﹑ hybrid reaction Qu ﹑ Yao agent Tian
Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter Qu ﹑ second level Qing Shui Qu ﹑ sludge condensation Guo Lv Qu ﹑ backwash, which is scraped, inhales mud Zhuan Zhi ﹑ backwash water
Chu Chi ﹑ sludge Chi ﹑ outlet conduit device and control system equipment optimize combination, are manufactured that a kind of movable type is complete certainly
Move efficient fast sewage treatment device.Sewage enters hybrid reaction area by water inlet line in the present invention, subsequently enters efficient wadding
Coagulation zone passes through the Effect of Electric Double Layer and polyacrylamide PAM efficient flocculating of aluminium chloride PAC coagulant in the two regions
The chemical bridging action of agent, realizes the fast purification of sewage；Simultaneously in the work in hybrid reaction area and efficient flocculating area circulating line
Under, eddy-currents can be formed in efficient flocculating area or level-one high efficiency filter area, further speed up contaminants in sewage
Wadding is heavy, and circulation treating capacity is big；The sludge condensation filtering area of the level-one high efficiency filter second level high efficiency filter area Qu ﹑ bottom, sludge
The whole inclined funnel ramped shaped in thickening filtration area, can will treated that sludge quickly excludes in time；Sludge-tank is to bottommost
Mud mixture above sludge is precipitated again, achievees the effect that efficient sewerage processing sludge；Backwash scrape mud-sucking device and
Backwash water reservoir can carry out the filter cloth bag or second level efficient ultramicro filter cloth in level-one high efficiency filter region two-stage high efficiency filter area
Anti- cleaning, the sewage after cleaning, which enters after backwash water reservoir, flows into sludge-tank by pipeline.
The present invention has small volume structure compact, and total quality is relatively light, and circulation treating capacity is big, and purification speed is fast, resists
Impact load ability is strong, can run steadily in the long term, and Automatic Control operation is suitble in high concentrtion sanitary sewage disposal or industry
Waste water pre-treatment or burst Pollution water body treating or black and odorous water are promoted the use of when administering.
Detailed description of the invention
Fig. 1 is integral level transverse sectional view of the present invention；
Fig. 2 is the vertical longitudinal whole diagrammatic cross-section of the present invention；
Fig. 3 is sludge condensation filtering area integral position schematic diagram in the present invention；
Fig. 4 is that mud-sucking device and filter cloth bag second level efficient ultramicro filter cloth scheme of installation are scraped in backwash of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment belongs to the range of invention protection.
Below with reference to embodiment and specific embodiment, the present invention is described in further detail.
Referring to attached drawing: a kind of efficient fast sewage treatment device of mobile full-automatic, it is characterized in that including water inlet line
(1) ﹑ hybrid reaction area (4) ﹑ medicament adding devices (2) ﹑ efficient flocculating areas (5) ﹑ level-one high efficiency filter area (6) ﹑ level-one clear water zones
((((mud-sucking device is scraped in 14) ﹑ backwashes, and (12) ﹑ are anti-for 10) ﹑ sludge condensation filtering areas for 8) ﹑ second level clear water zones in 7) ﹑ second level high efficiency filter areas
((13) ﹑ outlet conduit devices (11) and control system equipment (3), sewage pass through water inlet line (1) to 9) ﹑ sludge-tanks to wash water reservoir
Flow into hybrid reaction area (4), medicament adding device (5) by pipeline respectively with hybrid reaction area (4) and efficient flocculating area (5)
Middle and lower part connection flows into efficient flocculating area (5) by the sewage of hybrid reaction area (4), and subsequent sewage flows into level-one high efficiency filter
Area (6), it is processed after sewage enter level-one clear water zone (7), then enter back into second level high efficiency filter area (8), it is clear to flow into second level
Pool (10), the lateral surface of second level clear water zone (10) is equipped with outlet conduit device (11), by the water of second level clear water zone (10)
It is discharged into outlet conduit device (11), sludge condensation filtering area (14) is integrally located at level-one high efficiency filter area (6) and second level is high
The lower section of filtering area (8) is imitated, backwash water reservoir (9) is located at the lateral surface in second level high efficiency filter area (8) and second level clear water zone (10),
Backwash water reservoir (9) is connect by pipeline with the middle part of efficient flocculating area (5), and the sludge condensation filtering area (14) is integrally in incline
Oblique funnel ramped shaped, vertical slope connection region (141), vertical slope connection region are arranged at sludge condensation filtering area (14) lower part
(141) connection opening portion (142) connect with the medial surface of efficient flocculating area (5), the sludge condensation filtering area (14)
There is mudhole in end, and the bottom of sludge condensation filtering area (14) is connect by pipeline with sludge-tank (13), the efficient mistake of level-one
The top in filter area (6) and second level high efficiency filter area (8) is equipped with filter cloth bag (15), above the longitudinal side of filter cloth bag (15)
Backwash is installed to scrape mud-sucking device (12), the control system equipment (3) and medicament adding device (2) pass through pipeline and control line
Beam connection, control system equipment (3) are scraped mud-sucking device (12) with backwash and are connect by harness, and mud-sucking device (12) are scraped in the backwash
Having mobile purlin vehicle, (122) ﹑ self priming pumps (123) ﹑ roof beams structure (121) and are scraped and inhale mud component (124), roof beam structure (121) is mounted on level-one height
The upper top of filtering area (6) and second level high efficiency filter area (8) is imitated, mobile purlin vehicle (122) are mounted on roof beam structure (121), mobile purlin
Vehicle (122) can move back and forth on roof beam structure (121), and filter cloth bag (15), self priming pump are equipped with below roof beam structure (121)
(123) it is mounted on mobile purlin vehicle (122), the top for scraping suction mud component (124) is connect with self priming pump (123), is scraped and is inhaled mud component
(124) the vertical longitudinal direction of roof beam structure (121) fixed filter cloth bag (15) intermediate region is installed on, on the self priming pump (123)
End is connected by pipeline with sludge-tank (13), described to scrape suction mud component (124) and have anchor tip and U-shaped to scrape suction mud column (1241),
It scrapes and inhales mud component (124) generally ducted body, scrape the U-shaped inhaled in mud component (124) and scrape and inhale mud column (1241) and be installed on roof beam structure
(121) the vertical longitudinal direction of fixed filter cloth bag (15) intermediate region, anchor tip be mounted on U-shaped scrape inhale mud column (1241) with
The position of self priming pump (123) connection, scraping suction mud component (124) can be with mobile purlin vehicle (122) self priming pump (123) in roof beam structure
(121) it is moved back and forth on.
Preferably, (6) ﹑ level-one clear water zones are (outside the bottom in the 7 ﹑ second level high efficiency filter areas) (8) in level-one high efficiency filter area
Side is connect by pipeline with sludge-tank (13).
Preferably, the medicament adding device (2) has (201) ﹑ detection controller (the 202) ﹑ pump suction filling of medicament allotment bucket
Manage (203) and switch valve, medicament allotment bucket (201) by pump inhale filler pipe (203) respectively with hybrid reaction area (4) efficient flocculating
Area (5) connection, switch valve are mounted on pump and inhale filler pipe (203) above, and detection controller (202) and medicament allotment bucket (201) pump
It inhales filler pipe (203) to connect by harness, detection controller (202) is connect by harness with control system equipment (3).
Preferably, aluminium chloride PAC coagulant is added by medicament adding device (2) in the hybrid reaction area (4),
The concentration of aluminium chloride PAC coagulant is 10, is added and is gathered by medicament adding device (2) in efficient flocculating area (5)
Acrylamide PAM efficient flocculant, the concentration of polyacrylamide PAM efficient flocculant are 2/1000ths.
Preferably, second level high efficiency filter area (8) carries out three-dimensional hyperfiltration, second level high efficiency filter area (8) to sewage
Following sludge blanket is filtered and is purified to sewage by the microorganism in the infiltration and sludge blanket of sludge blanket, then passes through two
Grade efficient ultramicro filter cloth (16) filters,
Preferably, the second level efficient ultramicro filter cloth (16) has fibre fluff filter cloth to be made, second level efficient ultramicro filter cloth
(16) particle or suspended matter that sectional dimension is greater than 10 microns can be filtered out, second level efficient ultramicro filter cloth (16) has micropore above.
In use, sewage enters hybrid reaction area (4) by water inlet line (1) after pipe network is collected, control system equipment
(3) instruction medicament adding device (2) work, middle detection controller (202) test agents of medicament adding device (2) meet technology and refer to
After mark, the pump connecting with hybrid reaction area (4) inhales filler pipe (203), by the aluminium chloride PAC in medicament allotment bucket (201)
Coagulant is sucked out and is added to hybrid reaction area (4), promotes each particle coagulation in sewage to be combined into floccule, sewage is anti-in mixing
Each particle coagulation in area (4) is answered to enter efficient flocculating area (5) after being combined into floccule, detection control in medicament adding device (2)
After device (202) test agents meet technical indicator, the pump connecting with efficient flocculating area (5) inhales filler pipe (203), and medicament is deployed
Polyacrylamide PAM efficient flocculant suction in bucket (201) is added to efficient flocculating area (5), and sewage is in efficient flocculating area (5)
It is interior that flocculation reaction is completed by polyacrylamide PAM efficient flocculant, it realizes the high aggregation of dirty water pollutant, then pollutes
Sewage after object high aggregation enters sludge condensation filtering area (14) by efficient flocculating area (5), in sludge condensation filtering area (14)
Interior, sludge sinks to vertical slope connection region (141) in sewage, and the sludge of vertical slope connection region (141) bottom passes through
Mudhole discharge, and carry out harmlessness disposing；The mud mixture on the interior sludge top of sludge condensation filtering area (14), passes through pipeline
Into sludge-tank (13) precipitation process again；The sewage on the interior mud mixture top of sludge condensation filtering area (14), into level-one
High efficiency filter area (6), by entering level-one clear water zone (7) after filtering cotton (15) filtering in level-one high efficiency filter area (6), warp
It crosses level-one high efficiency filter area (6) treated water body and enter second level high efficiency filter area (8) by level-one clear water zone (7), water body passes through
Enter second level after the filtering cotton (15) on second level high efficiency filter area (8) top and second level efficient ultramicro filter cloth (16) filtering of lower part
Clear water zone (10), the water body after the completion of handling are discharged by second level clear water zone (10) by outlet conduit device (11).
After a period of time is used continuously in the present invention, the filtering cotton (15) and second level in level-one high efficiency filter area (6) are efficient
When adsorbing the sludge in large amount of sewage in the filtering cotton (16) of filtering area (8), device is scraped in control system equipment (3) instruction backwash
(12) it works, backwash scrapes scraping in device (12) and inhales mud component (124), under the drive of mobile purlin vehicle (122), passes through self priming pump
(123) filtering cotton (15) in level-one high efficiency filter area (6) and filtering cotton (15) second level in second level high efficiency filter area (8) is high
The sludge on ultra micro filter cloth (16) is imitated, suction is scraped repeatedly and removed completely, while the sludge inhaled will be scraped and be discharged into backwash water storage
Pond (9) is discharged in sludge-tank (13) by pipeline afterwards, carries out precipitation process again.
It is used continuously after a certain period of time in the present invention, when associated component matched in the present invention, needs to start the cleaning processing
When, stop sewage and enter, after the completion of the sewage treatment in the present invention, is discharged by outlet conduit device (11), is then used
Water body in backwash water reservoir (9) is entered from efficient flocculating area (5) top by pipeline, starts to clean the present invention,
When cleaning level-one high efficiency filter area (6) and second level high efficiency filter area (8), backwash scrapes device (12) to level-one high efficiency filter area (6)
Filtering cotton (15) the second level efficient ultramicro filter cloth (16) of interior filtering cotton (15) and second level high efficiency filter area (8) carries out repeatedly
It scrapes, the water body in backwash water reservoir (9) is scraped self priming pump (123) upper end in device (12) by backwash and passed through again after scraping
Pipeline, back suction enter self priming pump (123), inhale mud column (1241) by scraping to inhale U-shaped in mud component (124) and scrape, wash by water to roof beam structure
(121) level-one high efficiency filter area (6) filtering cotton (filtering cotton (15) in the 15 ﹑ second level high efficiency filter areas) (8) fixed below
Second level efficient ultramicro filter cloth (16) ﹑ and efficient flocculating area (5) Nei Bi ﹑ level-one high efficiency filter area (6) Nei Bi ﹑ second level high efficiency filters
Area's (8) inner wall and sludge condensation filtering area (14) inner wall, are backwashed, and the sewage after flushing flows into sludge condensation filtering area
(14) lower part is precipitated, and the sludge after precipitating is discharged by the mudhole of sludge condensation filtering area (14) end, while sludge top
Mud mixture, flowed into sludge-tank (13) by pipeline on the outside of sludge condensation filtering area (14), precipitated again.
The finally sludge by the discharge of vertical slope connection region (141) bottom mudhole and sludge-tank (13) precipitating
Sludge afterwards requires to carry out harmless treatment.
The present invention has small volume structure compact, and total quality is relatively light, and circulation treating capacity is big, and purification speed is fast, resists
Impact load ability is strong, can run steadily in the long term, and Automatic Control operation is suitble in high concentrtion sanitary sewage disposal or industry
Waste water pre-treatment or burst Pollution water body treating or black and odorous water are promoted the use of when administering.
What has been described above is only a preferred embodiment of the present invention, it is noted that for those of ordinary skill in the art
For, without departing from the concept of the premise of the invention, various modifications and improvements can be made, these belong to the present invention
Protection scope.
Claims (6)
1. a kind of efficient fast sewage treatment device of mobile full-automatic, it is characterized in that including Jin Shui Guan Dao ﹑ hybrid reaction Qu ﹑ medicine
It is dirty that agent Tian installs Zhi ﹑ efficient flocculating Qu ﹑ level-one high efficiency filter Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter Qu ﹑ second level Qing Shui Qu ﹑ additional
Mud thickening filtration Qu ﹑ backwash, which is scraped, inhales mud Zhuan Zhi ﹑ backwash water Chu Chi ﹑ sludge Chi ﹑ outlet conduit device and control system equipment, sewage
Flow into hybrid reaction area by water inlet line, medicament adding device by pipeline respectively with hybrid reaction area and efficient flocculating area
Middle and lower part connection flows into efficient flocculating area by the sewage in hybrid reaction area, and subsequent sewage flows into level-one high efficiency filter area, located
Sewage after reason enters level-one clear water zone, then enters back into second level high efficiency filter area, flows into second level clear water zone, second level clear water zone
Lateral surface is equipped with outlet conduit device, enters the discharge of outlet conduit device, sludge condensation filtering by the water of second level clear water zone
Area is integrally located at the lower section in level-one high efficiency filter area and second level high efficiency filter area, backwash water reservoir be located at second level high efficiency filter area and
The lateral surface of second level clear water zone, backwash water reservoir are connect by pipeline with the middle part in Liang Ge high efficiency filter area, the sludge condensation
Integrally vertical slope connection region, vertical slope connection are arranged filtering area at inclined funnel ramped shaped, sludge condensation filtering area lower part
Region has connection opening portion to connect with the medial surface in efficient flocculating area, and there is mudhole in the end of the sludge condensation filtering area,
The bottom of sludge condensation filtering area is connect by pipeline with sludge-tank, level-one high efficiency filter area and second level high efficiency filter area
Middle part is equipped with filter cloth bag, and the longitudinal side of filter cloth bag is equipped with backwash and scrapes mud-sucking device, the control system equipment with
Medicament adding device is connected by pipeline with control harness, and control system equipment is scraped mud-sucking device with backwash and connect by harness,
Mud-sucking device is scraped in the backwash to be had mobile Heng Che ﹑ Zi Xi Beng ﹑ roof beam structure and scrapes suction mud component, and roof beam structure is mounted on level-one high efficiency filter area
With the upper top in second level high efficiency filter area, mobile purlin vehicle is mounted on roof beam structure, and mobile purlin vehicle can move back and forth on roof beam structure, beam
Filter cloth bag is installed, self priming pump is mounted on mobile purlin vehicle, and the top for scraping suction mud component is connect with self priming pump, is scraped below frame
Inhale the vertical longitudinal direction that mud component is installed on the fixed filter cloth bag intermediate region of roof beam structure, the self priming pump upper end by pipeline with
Sludge-tank is connected, and the suction mud component of scraping has anchor tip and U-shaped to scrape suction mud column, scrapes and inhales mud component generally ducted body, scrapes suction
U-shaped in mud component, which is scraped, inhales the vertical longitudinal direction that mud column is installed on the fixed filter cloth bag intermediate region of roof beam structure, anchor tip peace
The position inhaling mud column and connecting with self priming pump is scraped mounted in U-shaped, scraping suction mud component can be reciprocal on roof beam structure with mobile purlin vehicle self priming pump
It is mobile.
2. the efficient fast sewage treatment device of a kind of mobile full-automatic according to claim 1, it is characterised in that described
The bottom outside in level-one high efficiency filter Qu ﹑ level-one Qing Shui Qu ﹑ second level high efficiency filter area is connect by pipeline with sludge-tank.
3. the efficient fast sewage treatment device of a kind of mobile full-automatic according to claim 1, it is characterised in that described
Medicament adding device has medicament allotment Tong ﹑ detection Kong Qi ﹑ pump to inhale filler pipe and switch valve, and medicament allotment bucket inhales filling by pump
Pipe is connected to efficient flocculating area, hybrid reaction area respectively, and switch valve is mounted on pump and inhales above filler pipe, detects controller and medicament
It deploys barrel pump and inhales filler pipe by harness connection, detection controller is connect by harness with control system equipment.
4. the efficient fast sewage treatment device of a kind of mobile full-automatic according to claim 1, it is characterised in that described
Aluminium chloride PAC coagulant, the concentration of aluminium chloride PAC coagulant are added by medicament adding device in hybrid reaction area
It is 10, polyacrylamide PAM efficient flocculant, polyacrylamide is added by medicament adding device in efficient flocculating area
The concentration of PAM efficient flocculant is 2/1000ths.
5. a kind of ﹑ efficient fast sewage treatment device of mobile full-automatic according to claim 1, it is characterised in that described
Sludge blanket below two-stage high efficiency filter area, sewage is filtered by the microorganism in the infiltration and sludge blanket of sludge blanket and
Purification, then three-dimensional hyperfiltration is carried out to sewage respectively by two-stage high efficiency filter area.
6. a kind of ﹑ efficient fast sewage treatment device of mobile full-automatic according to claim 5, it is characterised in that described
Two-stage efficient ultramicro filter is furnished with fibre fluff filter cloth and is made, and it is micro- greater than 10 that two-stage efficient ultramicro filter cloth can filter out sectional dimension
The particle or suspended matter of rice have micropore above two-stage efficient ultramicro filter cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821960599.3U CN209367890U (en) | 2018-11-27 | 2018-11-27 | A kind of efficient fast sewage treatment device of mobile full-automatic |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821960599.3U CN209367890U (en) | 2018-11-27 | 2018-11-27 | A kind of efficient fast sewage treatment device of mobile full-automatic |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209367890U true CN209367890U (en) | 2019-09-10 |
Family
ID=67834210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821960599.3U Active CN209367890U (en) | 2018-11-27 | 2018-11-27 | A kind of efficient fast sewage treatment device of mobile full-automatic |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209367890U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111732233A (en) * | 2020-07-20 | 2020-10-02 | 中国环境科学研究院 | A small mobile modular sewage treatment platform and method |
-
2018
- 2018-11-27 CN CN201821960599.3U patent/CN209367890U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111732233A (en) * | 2020-07-20 | 2020-10-02 | 中国环境科学研究院 | A small mobile modular sewage treatment platform and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101475247B (en) | Short process flow water treatment technology with hyperfiltration as core and integrated with multiple water purifying technologies | |
| CN207016594U (en) | A kind of sewage-treatment plant | |
| CN105749619B (en) | A kind of inclined plate filter-cloth filtering device and control method | |
| CN109111021A (en) | A kind of soil repair system and its restorative procedure | |
| CN103771604B (en) | A kind of ultra's treatment system | |
| CN203890170U (en) | Car washing water device | |
| CN101259339B (en) | Round subsider micro-filter cloth surface filtration water exit method | |
| CN209367890U (en) | A kind of efficient fast sewage treatment device of mobile full-automatic | |
| CN206604241U (en) | A kind of novel pressure formula mechanical filter | |
| CN205699790U (en) | A kind of swash plate filter-cloth filtering device and control method | |
| CN206368082U (en) | A kind of efficient water treatment system of sanitary sewage | |
| CN207986877U (en) | A kind of settler of processing household sewage | |
| CN209243886U (en) | Anti-counterflow water collection and recycling device for sponge city | |
| CN207822639U (en) | A kind of water pollution control sedimentation basin | |
| CN109354146A (en) | A kind of efficient fast sewage treatment device of mobile full-automatic | |
| CN205933455U (en) | Industrial waste water high -efficiency processing device | |
| CN201002003Y (en) | Membrane filter | |
| CN104876364A (en) | Complete set of device for efficient advanced treatment of wastewater | |
| CN205088040U (en) | Sewage treatment plant carries mark technological transformation degree of depth filtration system | |
| CN111320310B (en) | Efficient decontamination sewage treatment device | |
| CN206767808U (en) | A kind of CT types integral water purifier | |
| CN204865133U (en) | Sewage treatment sand filter system | |
| CN209974483U (en) | Water treatment system | |
| CN206408056U (en) | A kind of sanitary wastewater recycling equipment | |
| CN208378609U (en) | A kind of container-type water treatment equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 230000 No.8 Huainan North Road, Shuangfeng Economic Development Zone, Changfeng County, Hefei City, Anhui Province Patentee after: ANHUI SHUNYU WATER AFFAIRS Co.,Ltd. Address before: 230000 Jin Jiang Road, Changfeng Shuangfeng Economic Development Zone, Hefei, Anhui, 32 Patentee before: ANHUI SHUNYU WATER AFFAIRS Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder |