CN205473254U - Compound sewage treatment plant - Google Patents
Compound sewage treatment plant Download PDFInfo
- Publication number
- CN205473254U CN205473254U CN201620175300.8U CN201620175300U CN205473254U CN 205473254 U CN205473254 U CN 205473254U CN 201620175300 U CN201620175300 U CN 201620175300U CN 205473254 U CN205473254 U CN 205473254U
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- pond
- sewage
- sewage treatment
- grid
- sedimentation tank
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a compound sewage treatment plant belongs to sewage treatment technical field, by industry catch basin, preliminary treatment catalytic tower, grid equalizing basin, anaerobism pond, oxygen deficiency pond, contacted oxygen pond, sedimentation tank, strained preceding pond, degree of depth filter bed and ultraviolet disinfection jar constitute. It is parallelly connected with the grid equalizing basin that industry catch basin and preliminary treatment catalytic tower establish ties the back, grid equalizing basin, anaerobism pond, oxygen deficiency pond, contacted oxygen pond, sedimentation tank, strained preceding pond, structural grouping in proper order establishes ties around degree of depth filter bed and the ultraviolet disinfection jar. The reactor adopts mode parallelly connected and that establish ties and combine together, can divide the channel to get into sewage treatment plant with domestic sewage in industry sewage, improves the treatment effeciency of all sewage, and the rate of reaching the standard of assurance sewage avoids variance component sewage to the destructions such as corruption that sewage treatment plant led to the fact, is favorable to the later maintenance of equipment.
Description
Technical field
This utility model belongs to technical field of sewage, relates to sewage-treatment plant, especially a kind of compound
Type sewage-treatment plant.
Background technology
Sanitary sewage is mainly in urban life the various detergents of use, sewage, rubbish, feces etc., many
For nontoxic inorganic salts, many containing nitrogen phosphate and sulfur in sanitary sewage, malignant bacteria is many, and its feature shows as
Biodegradability is good, concentration of nitrogen and phosphorus is higher, be not the highest containing pathogen, gross contamination substrate concentration, COD, BOD
Etc. up to standard easily.Trade effluent refers to waste water and the waste liquid produced in industrial processes, wherein contains with water
The pollutant produced in the commercial production materials, intermediate product, side-product and the production process that run off, feature
Mainly show as that discharge capacity is big, it is complicated and seriously polluted to form.As can be seen here, sanitary sewage and trade effluent
In the polluter kind that contains and quantity the most different, if be not added with distinguishing uses identical sewage disposal device
Carry out purification of water quality, on the one hand can not reach discharge standard, on the other hand sewage disposal device is caused damage.
Therefore, it is necessary to city domestic sewage and commercial production sewage are carried out classification process.
The utility model patent of application number 201520742305.X, discloses a kind of compound sewage disposal system,
Including grid, feed arrangement, stirring pool, catalyst storage pond, biochemistry pool, hyperfiltration treatment pond, anaerobic pond,
First sedimentation tank, the second sedimentation tank and tank, grid is connected with feed arrangement, feed arrangement and stirring
Pond is connected, and stirring pool is connected with biochemistry pool, and biochemistry pool is connected with hyperfiltration treatment pond, hyperfiltration treatment pond
Being connected with anaerobic pond, anaerobic pond and the first sedimentation tank are connected, and the first sedimentation tank and the second sedimentation tank are connected
Connecing, the second sedimentation tank is connected with tank, and stirring pool includes stirring pool body and for supporting stirring pool
The foot rest of body, stirring pool top connects has catalyst to add pipe, and stirring pool is added pipe by catalyst and urged
Agent storage pool is connected.This compound sewage disposal system uses plurality of devices, and segmentation carries out sewage disposal
The treatment effeciency of sewage can be improved；But, do not realize different types of sewage is carried out classification process,
Still suffer from the problem that sewage compliance rate is low, plant maintenance is difficult during combined sewage processes.
Utility model content
This utility model is for solving the deficiencies in the prior art, it is provided that a kind of composite sewage treatment equipment, with reality
Existing trade effluent and the classification of sanitary sewage, the target of qualified discharge.
The technical solution of the utility model is as follows:
A kind of composite sewage treatment equipment, by industry collecting-tank, pretreatment catalytic tower, grid regulating reservoir,
Anaerobic pond, anoxic pond, contact Aerobic Pond, sedimentation tank, the front pond of filter, degree of depth filter bed and ultraviolet disinfection tank group
Become.Industry collecting-tank is in parallel with grid regulating reservoir after connecting with pretreatment catalytic tower, grid regulating reservoir, anaerobism
Depend on before and after pond, anoxic pond, contact Aerobic Pond, sedimentation tank, the front pond of filter, degree of depth filter bed and ultraviolet disinfection tank
Secondary cascaded structure combines.
Grid regulating reservoir is two lattice, and front lattice are artificial grid pool structure, and rear lattice are sewage regulating reservoir structure.
Sanitary sewage is directly delivered into artificial grid pond by pipeline, through the filtration scavenging action of grid, and will life dirt
Float in water is removed, and the organic and inorganic of the now suspension of the bulky grain in water waits material the most substantially to go
Except clean.
Trade effluent enters industry collecting-tank through special collection conduit, carries out preliminary sedimentation in industry collecting-tank
After, trade effluent supernatant is pumped in pretreatment catalytic tower.Trade effluent, will in pretreatment catalytic tower
Heavy metal ion, toxic organic compound carry out oxidation and separate, and then pretreated trade effluent are flowed into grid
In rear lattice sewage regulating reservoir in regulating reservoir, mix with the sanitary sewage discharged through artificial grid pond, mixed
Close sewage and together flow into anaerobic pond, participate in follow-up identical sewage disposal link.
At the bottom of the pond of contact Aerobic Pond, aerator is installed, by outside roots blower as blast apparatus, with
Time, sludge pump is installed at the bottom of pond, the precipitate periodic cleaning at the bottom of pond is pumped into anoxic pond.
Installing sludge pump at the bottom of sedimentation tank, carry out the mud in sedimentation tank reclaiming reprocessing, a part of mud returns
Stream directly returns anaerobic pond, and excess sludge carries out sheet frame sludge dewatering.
Sewage flows into from sedimentation tank and filters front pond, enters degree of depth filter bed the most in batches and carries out biofilm filtration,
Rear inflow ultraviolet disinfection tank, reaches sewage drainage standard after comprehensive ultraviolet light illumination-based disinfection.
Effect of the present utility model and benefit be:
(1) this composite sewage treatment equipment, reactor uses the mode that parallel connection and serial connection combines, permissible
Trade effluent and domestic sewage according to water channel are entered sewage-treatment plant；
(2) the sewage disposal channel after segmentation, can improve the treatment effeciency of all sewage, it is ensured that sewage
Compliance rate；
(3) corrosion that sewage-treatment plant causes by heterogeneity sewage etc. is avoided to destroy, beneficially equipment
Later maintenance.
Accompanying drawing explanation
Fig. 1 composite sewage treatment equipment structural representation.
In figure: 1 industry collecting-tank；2 pretreatment catalytic towers；3 grid regulating reservoirs；4 anaerobic ponds；5 anoxias
Pond；6 contact Aerobic Ponds；7 sedimentation tanks；8 filter front pond；9 degree of depth filter beds；10 ultraviolet disinfection tanks；61
Aerator；62 roots blowers；71 sludge pumps.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to the technical side in this utility model embodiment
Case is clearly and completely described.
A kind of composite sewage treatment equipment, enters shown in Figure of description 1, by industry collecting-tank 1, pretreatment
Before catalytic tower 2, grid regulating reservoir 3, anaerobic pond 4, anoxic pond 5, contact Aerobic Pond 6, sedimentation tank 7, filter
Pond 8, degree of depth filter bed 9 and ultraviolet disinfection tank 10 form.
Industry collecting-tank 1 is connected with pretreatment catalytic tower 2, then in parallel with grid regulating reservoir 3.Grid is adjusted
Save pond 3, anaerobic pond 4, anoxic pond 5, contact Aerobic Pond 6, sedimentation tank 7, filter front pond 8, degree of depth filter bed
9 and ultraviolet disinfection tank 10 before and after be sequentially connected in series combination.
Being provided with aerator 61 at the bottom of contact Aerobic Pond 6 pond, the outside roots blower 62 that passes through carries out air blast.Heavy
Sludge pump 71 is installed bottom pond, shallow lake 7, precipitating sludge is regularly cleared up.
Embodiment
Industry collecting-tank 1, size: 8.0m × 4.0m × 4.0m；Structure: underground type Reinforced Concrete Structure；Outfit sets
Standby: sludge pump, Stacked sludge dewatering machine etc.；Quantity: 1.
Pretreatment catalytic tower 2, size: φ 3.0m × 6.0m；Structure: complete sets of anticorrosive structure；Outfit equipment:
Oxidant 15kg, catalytic filler；Dischargeable capacity: 110m3；Quantity: 1 set.
Grid regulating reservoir 3, size: 8.0m × 6.0m × 3.0m；Structure: underground type Reinforced Concrete Structure；Volume:
140m3；Quantity: 12 lattice.
Anaerobic pond 4, size: 4.0m × 2.0m × 3.0m；Structure: underground type Reinforced Concrete Structure；Dischargeable capacity:
20m3；Quantity: 1.
Anoxic pond 5, size: 4.0m × 2.0m × 3.0m；Structure: semi-underground type Reinforced Concrete Structure；Dischargeable capacity:
20m3；Outfit equipment: biochemical filler, bottom stirring system 1 overlap；Quantity: 1.
Contact Aerobic Pond 6, size: 8.0m × 7.0m × 4.0m；Structure: semi-underground type Reinforced Concrete Structure；Effectively
Volume: 207m3；Outfit equipment: micro-hole aerator and bracket, biochemical filler 207m3；Quantity .:1 seat.
Sedimentation tank 7, size: 8.0m × 10m × 6.0m；Structure: semi-underground type Reinforced Concrete Structure；Dischargeable capacity:
450m3；Outfit equipment: sludge pump etc.；Quantity: 1.
Filter front pond 8, size: 3.0m × 4.0m × 4.0m；Structure: semi-underground type Reinforced Concrete Structure；Quantity:
1.
Degree of depth filter bed 9, size: φ 3.0m × 6.0m；Structure: metal can；Outfit equipment: filter plate 1
Set, filtrate 88m3；Quantity: 1 set.
Ultraviolet disinfection tank 10, size: φ 2.0m × 4.0m；Structure: metal can；Volume: 30m3；Number
Amount: 1.
Figure of description is only used as the structure of product, principle schematic, actual product structure and size with invention
Person designs production drawing and is as the criterion.
Embodiment described above is only to be described embodiment of the present utility model, not to this reality
It is defined by novel spirit and scope.On the premise of without departing from this utility model design concept, ability
Various modification that the technical solution of the utility model is made by territory ordinary person and improvement, all should drop into this reality
With novel protection domain, scope of the present utility model is limited by claims rather than described above.
Claims (4)
1. a composite sewage treatment equipment, is adjusted by industry collecting-tank (1), pretreatment catalytic tower (2), grid
Water before joint pond (3), anaerobic pond (4), anoxic pond (5), contact Aerobic Pond (6), sedimentation tank (7), filter
Pond (8), degree of depth filter bed (9) and ultraviolet disinfection tank (10) composition, it is characterised in that described industry is catchmented
Connect with pretreatment catalytic tower (2) and in parallel with grid regulating reservoir (3) in pond (1), described grid regulating reservoir
(3), anaerobic pond (4), anoxic pond (5), contact Aerobic Pond (6), sedimentation tank (7), filter front pond (8),
It is sequentially connected in series combination before and after degree of depth filter bed (9) and ultraviolet disinfection tank (10).
A kind of composite sewage treatment equipment the most according to claim 1, it is characterised in that described grid is adjusted
Joint pond (3) is two lattice, and front lattice are artificial grid pool structure, and rear lattice are sewage regulating reservoir structure.
A kind of composite sewage treatment equipment the most according to claim 1, it is characterised in that described contact is well
Aerator (61) is installed at the bottom of the pond in oxygen pond (6), outside roots blower (62) sets as air blast
Standby.
A kind of composite sewage treatment equipment the most according to claim 1, it is characterised in that described sedimentation tank
(7) sludge pump (71) is installed at the end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620175300.8U CN205473254U (en) | 2016-03-04 | 2016-03-04 | Compound sewage treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620175300.8U CN205473254U (en) | 2016-03-04 | 2016-03-04 | Compound sewage treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205473254U true CN205473254U (en) | 2016-08-17 |
Family
ID=56658521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620175300.8U Active CN205473254U (en) | 2016-03-04 | 2016-03-04 | Compound sewage treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205473254U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112875914A (en) * | 2021-01-12 | 2021-06-01 | 辽宁科技学院 | Two-in-one treatment system for municipal sewage and industrial sewage and implementation method thereof |
-
2016
- 2016-03-04 CN CN201620175300.8U patent/CN205473254U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112875914A (en) * | 2021-01-12 | 2021-06-01 | 辽宁科技学院 | Two-in-one treatment system for municipal sewage and industrial sewage and implementation method thereof |
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| GR01 | Patent grant |