CN207483535U - A kind of integration USOF hospital sewage treatment devices - Google Patents
A kind of integration USOF hospital sewage treatment devices Download PDFInfo
- Publication number
- CN207483535U CN207483535U CN201720789937.0U CN201720789937U CN207483535U CN 207483535 U CN207483535 U CN 207483535U CN 201720789937 U CN201720789937 U CN 201720789937U CN 207483535 U CN207483535 U CN 207483535U
- Authority
- CN
- China
- Prior art keywords
- water
- filter bed
- fluidized bed
- area
- aerobic fluidized
- 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
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of integration USOF hospital sewage treatment devices, is related to Progress in Technology of Hospital Wastewater Treatment field.The lower end of middle resistance Impulsive tank is provided with aerobic fluidized bed, and aerobic fluidized bed lower end is provided with anaerobic filter bed;Anaerobic filter bed is internally provided with water outlet sieve plate etc., and water outlet sieve plate top is equipped with plate-type aerator;The supervisor of middle resistance Impulsive tank is connect by aerobic fluidized bed area with the radial pattern water distribution system of anaerobic filter bed bottom;The outside in aerobic fluidized bed area is provided with separation deflector, mud-water separating area bottom is provided with perforation sludge pipe, and separation deflector is located at the right side of downflow weir, and downflow weir is connected with circulation sterile zones, circulation sterile zones are internally provided with annular section with water-distributing device, and circulation sterile zones both sides are provided with outlet pipe.It takes up little area, and load is high, and energy consumption is small, high degree of automation, stable, and treatment effeciency is high, and nitrification effect is good, and delivery turbidity is low, and operational management is convenient, and seasonal variations are small on outlet effect influence, and cost of investment is low.
Description
Technical field
The utility model is related to Progress in Technology of Hospital Wastewater Treatment fields, and in particular to one kind is suitable for small-middle hospital and small towns
Commune hospital, the more stable scale of water, the biodegradability and sanitary sewage of water quality are essentially identical, and sewage is mainly derived from medical care people
Member uses the integrated USOF hospitals of detergent cleaning and disinfecting medical instrument and the waste water of the discharges such as medical care and patient's daily hygiene
Sewage disposal device.
Background technology
Hospital sewage complicated component contains pathogenetic bacteria, virus, chemical agent, heavy metal, disinfectant, organic solvent, acid
The multiple pollutants matter such as alkali and radioactive isotope, has many characteristics, such as the infection of space-pollution, acute infection and latency, without
The important channel of an epidemic disease diffusion can be become by crossing processing, and seriously pollute environment.
The common Hospital Sewage Treatment method of tradition has biological oxidation process, also known as activated sludge process, is various sewage disposals
The most commonly used traditional treatment method.Using blast aeration, mechanical aeration etc., make a large amount of der Pilz and fungi etc. in sewage
Microbial reproduction, these microorganisms have adsorb and oxidation sewage in harmful substance ability, so as to reduce the COD of sewage and
BOD, sewage is made to achieve the effect that purification.Also some sewage farms using anaerobic and aerobic and method.I.e. in anaerobism mistake
Cheng Zhong, anaerobe breeding, nitrification and absorbing harmful substances in water.The drawback is that a large amount of activated sludge can be generated, and will
Treatment of Sludge is carried out, increases process flow, increases engineering cost, and the secondary pollution to air is caused in aeration process.
Common bio-oxidation process has biological contact oxidation process, bio-disc system, tower biological filter method, jet-flow aeration method and oxidation
Ditch method etc..
In addition there is chemical method, be exactly the throwing suitable chemical agent of people into sewage, aoxidize harmful substance in sewage,
Reach cohesion adsorption precipitation.The method is after traditional biochemical process, is gradually grown up in the late three decades.
1. liquid chlorine:Liquid chlorine with its disinfecting power it is strong, cheap be widely used in tap water and disinfection of hospital sewage.But chlorine
Gas is a kind of yellow poisonous gas of irritant smell, it is impossible to produce chlorine whenever and wherever possible, it is necessary to have special bunkerage and
Chlorination equipment.The adding equipment of liquid chlorine is complicated, is easily corroded, dangerous larger, thus is excessively concentrated in city or population
Region by limitation use.
2. liquor natrii hypochloritis:Sodium hypochlorite is one of disinfection treatment method of most original.This method raw material sources convenience,
Product is stable, convenient transportation, and equipment investment is few, and operating cost is low, and management is convenient, safe and reliable, will not be generated because of disinfectant dirty
Mud, application are relatively broad.But hypochlorite disinfectant's ability is weak, and waste residue is brought in processing procedure, is just gradually substituted by other products.
3. Ozone:Ozone is strong oxidizer, and suitable ozone is added in sewage makes microorganism and various gold in water
Belong to ionic oxide formation.Processing hospital sewage is more thorough in this way, and secondary pollution is few.Shortcoming is that mating equipment is more, one
Secondary property investment is big, and maintenance of equipment amount is big, and electricity consumption is also big, increases long-term running cost.
But especially villages and towns in rural areas hospital is generally on the field of population concentration, town.China small towns sewage is concentrated at this stage
It is low to handle emission index, township hospital's sewage is substantially direct or indirect to be discharged into environment water;And the life of our residents from villages and towns
Drinking water source living, mostly positioned at the surface water or phreatic water of neighbouring environment water, thus untreated hospital sewage, right
The Drinking Water of villages and towns in rural areas resident constitutes serious health threat.Thus it is proposed that a kind of integration USOF hospitals are dirty
Water treatment facilities.
Utility model content
The purpose of this utility model is to provide one kind and takes up little area, and load is high, and energy consumption is small, high degree of automation, stable,
Treatment effeciency is high, and for water outlet COD less than 60mg/L, nitrification effect is good, and delivery turbidity is low, can reach《Medical institutions' water pollutant
Pollutant emission standard》(GB18466-2005) 2 standard of table, operational management is convenient, and seasonal variations are small on outlet effect influence,
The low integrated USOF hospital sewage treatment devices of cost of investment.
In order to solve the problems existing in background technology, the utility model is using following technical scheme:A kind of integration
USOF hospital sewage treatment devices, it includes middle resistance Impulsive tank, anaerobic filter bed, aerobic fluidized bed, mud-water separating area and circulation
Formula sterilization pool;Main water inlet tube, the lower end setting of the middle resistance Impulsive tank are provided with above the left side of the middle resistance Impulsive tank
Have aerobic fluidized bed, the aerobic fluidized bed lower end is provided with anaerobic filter bed;Being internally provided with for the anaerobic filter bed is fixed
Anaerobic organism film, tubular type pulse water distribution area, radial pattern water distribution system and water outlet sieve plate, the water outlet sieve plate top are equipped with disc type
Aerator, the plate-type aerator are mounted on the inside in aerobic fluidized bed area;The supervisor of the middle resistance Impulsive tank passes through well
Oxygen fluidised bed zones are connect with the radial pattern water distribution system of anaerobic filter bed bottom;The outside in the aerobic fluidized bed area is provided with separation
Deflector, the separation deflector are arranged on inside mud-water separating area, and the mud-water separating area bottom is provided with perforation sludge pipe,
The separation deflector is located at the right side of downflow weir, and the downflow weir is connected with circulation sterile zones, is set inside circulation sterile zones
There is annular section with water-distributing device, the circulation sterile zones both sides are provided with outlet pipe.
As further improvement of the utility model;Resistance pulse water-feeding during the anaerobic filter bed is used for water intake mode
The filter bed of mode, anaerobic filter bed bottom setting tubular type pulse water distribution area, can be effectively ensured pool bottom sludge and keep suspended state, reach
To water inlet effect is uniformly mixed with pool bottom sludge.
As further improvement of the utility model;The inner upper end of the anaerobic filter bed is fixedly uniformly arranged with fixation
Formula anaerobic organism film, the outside in the aerobic fluidized bed area are provided with separation deflector, because using upward flowing type water intake mode, give up
Water during to upstream, bottom of pond suspended sludge can suspended matter effectively in filtered wastewater, mitigate subsequent biochemical processing load.
As further improvement of the utility model;The separation deflector is arranged on inside mud-water separating area, described
Mud-water separating area bottom is provided with perforation sludge pipe, and flora fully and waste water, also ensures that microorganism is not lost in, effectively controls
Microbial population in aerobic tank processed.
As further improvement of the utility model;The downflow weir is connected with circulation sterile zones, in circulation sterile zones
Portion is provided with annular section with water-distributing device, and waterpower flows to form disinfection contact chamber, forms annularly flow space, sewage is fully with disappearing
Toxic agent contacts, and overcomes disinfection penetrating odor and escapes environment is caused to influence.Prevent possible pollution leakage, there is safety, height
The advantages of effect.
After adopting the above technical scheme, the utility model has the advantages that:
(1) in integrated USOF hospital sewage treatment devices, in front end using anaerobic filter bed, aerobic fluidized bed, muddy water
The biochemical processing process being combined with ring shaped contact disinfection is detached, with shorter hydraulic detention time, is formed with higher and steady
The high load capacity treatment region of fixed sewage carbon elimination, denitrogenation and the treatment effeciency of dephosphorization is equipped with circulation disinfection, with shorter hydraulic retention
With the contact sterilizing time, pollutant is made to decompose and be removed, so as to which sewage be made to be purified.
(2) in integrated USOF hospital sewage treatment devices, water inlet is acted on by Impulsive tank, generates pulse water outlet, if
It is 5~10: 1 to count pulse ratio, i.e. pulse in 5~10 minutes 1 time, every subpulse 1 minute.Impulsive tank water outlet passes through main pulse pipeline stream
Enter in the branch pulse tube of anaerobic zone bottom, the anaerobism of USOF bioreactors is then from bottom to top entered by aperture on branch pulse tube
Filter bed.Pool bottom sludge is effectively ensured and keeps suspended state, reaches into water and is uniformly mixed effect with pool bottom sludge, improve sewage disposal
Efficiency.
(3) in integrated USOF hospital sewage treatment devices, with reference to the combination of all kinds of methods of biochemical treatment, equipment can
With centralized large-scale production, then only foundation pit need to be dug in locality, placed wherein and coupled with corresponding drainage ditch
, construction period is greatly reduced, can be promoted in each region health clinics in towns and townships.
(4) in integrated USOF hospital sewage treatment devices, using up-flow anaerobic filter bed and aerobic fluidized bed work
Skill and circulation Contact Disinfecting Technology, high treating effect, effluent quality index are reachable《Medical institutions' water pollutant pollutant emission mark
It is accurate》(GB18466-2005) 2 standard of table, and the volume space size and floor space of sewage-treatment plant are reduced, save work
Journey builds cost of investment.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the structure diagram of the utility model;
Fig. 2 is the a-a faces sectional view of the utility model;
Fig. 3 is the b-b faces sectional view of the utility model;
Fig. 4 is the c-c faces sectional view of the utility model;
Fig. 5 is the d-d faces sectional view of the utility model;
Fig. 6 is the e direction views of the utility model;
Reference numeral:
1- main water inlet tubes, resistance Impulsive tank in 2-, 3- radial pattern water distribution systems, the fixed anaerobic organism films of 4-, 5- anaerobism
Filter bed, 6- is aerobic fluidized bed, 7- mud-water separating areas, 8- circulation type sterilization pools, 9- water outlet sieve plates, 10- plate-type aerators, 11- points
From deflector, 12- perforation sludge pipes, 13- downflow weir 14- annular sections match water-distributing device, 15- outlet pipes, 16- tubular type pulse water distributions
Area.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and specifically
Embodiment, the present invention is further described in detail.It should be appreciated that the specific embodiments described herein are only used
To explain the utility model, it is not used to limit the utility model.
- Fig. 6 is please referred to Fig.1, present embodiment uses following technical scheme:Integrated USOF Hospital Sewage Treatments are set
It is standby, it include main water inlet tube 1, middle resistance Impulsive tank 2, radial pattern water distribution system 3, fixed anaerobic organism film 4, anaerobic filter bed 5,
Aerobic fluidized bed 6, mud-water separating area 7, circulation type sterilization pool 8, water outlet sieve plate 9, plate-type aerator 10, separation deflector 11, wear
Hole sludge pipe 12, downflow weir 13, annular section are with water-distributing device 14, outlet pipe 15 and tubular type pulse water distribution area 16, the one
Change and middle resistance Impulsive tank 2 is provided at the top of USOF hospital sewage treatment devices, set above the left side of the middle resistance Impulsive tank 2
There is main water inlet tube 1, the anaerobic filter bed 5 is internally provided with fixed anaerobic organism film 4, tubular type pulse water distribution area 16, radiation
Type water distribution system 3 and water outlet sieve plate 9,9 top of the water outlet sieve plate are equipped with plate-type aerator 10, the plate-type aerator 10
Mounted on the inside in aerobic fluidized bed area 6, the supervisor of the middle resistance Impulsive tank 2 passes through aerobic fluidized bed area 6 and anaerobic filter bed 5
The radial pattern water distribution system 3 of bottom connects, and the outside in the aerobic fluidized bed area 6 is provided with separation deflector 11, the separation
Deflector 11 is arranged on inside mud-water separating area 7, and 7 bottom of mud-water separating area is provided with perforation sludge pipe 12, the separation
Deflector 11 is located at the right side of downflow weir 13, and the downflow weir 13 is connected with circulation sterile zones 8, and circulation sterile zones 8 include ring
Form class matches water-distributing device 14, and 8 both sides of circulation sterile zones are provided with outlet pipe 15.
The principle of the utility model:
With the basic principle of biofilm, the advantages of taking full advantage of activated sludge process, and overcome traditional activated dirt
The shortcomings that mud method and fixed type biological embrane method, and circulation decontamination system is combined, the suspension elastic filler of anaerobic zone middle and upper part, elasticity
Filler has huge specific surface area, fixed can grow a large amount of anaerobe above.Waste water is made by Impulsive tank pulse
With, it is uniformly mixed with anaerobic pond bottom particles sludge, during to upstream, the sludge that is formed across in pond by Institute of Micro-biology
Bed, Pollutants in Wastewater (organic matter) is retained by Sludge Bed, and through adsorbing, decomposing, macromolecule, complicated organic matter are resolved into
Low molecule, simple organic matter, such as organic acid, in addition by mud-water separating area reflux, so far sludge is largely decomposed, aerobic
Aerobic fluidized bed filler is filled in area, survive a large amount of microorganism in suitable living environment, on filler, is formed good
Biocoene, microorganism catches and the organic substance in contacting waste water through absorption, adhesion, collision, net under aerobic conditions, carries out same
Organic matter (pollutant) in change and dissimilation, oxygenolysis and assimilation waste water, forms carbon dioxide, water and cellular material,
Complete metabolism and the proliferation (birth, growth, breeding, aging and the death of microorganism) of itself, dead and superfluous biology
Cell and residuum discharge bioreactor, so as to reach the catharsis to waste water.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned exemplary embodiment, and
And in the case of the spirit or essential attributes without departing substantially from the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that by containing in the equivalent requirements of the claims is fallen
All changes in justice and range are embraced therein.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in each embodiment can also be properly combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (3)
1. a kind of integration USOF hospital sewage treatment devices, it include middle resistance Impulsive tank, anaerobic filter bed, it is aerobic fluidized bed,
Mud-water separating area and circulation type sterilization pool;It is characterized in that, main water inlet tube is provided with above the left side of the middle resistance Impulsive tank,
The lower end of the middle resistance Impulsive tank is provided with aerobic fluidized bed, and the aerobic fluidized bed lower end is provided with anaerobic filter bed;It is described
Anaerobic filter bed is internally provided with fixed anaerobic organism film, tubular type pulse water distribution area, radial pattern water distribution system and water outlet sieve plate,
The water outlet sieve plate top is equipped with plate-type aerator, and the plate-type aerator is mounted on the inside in aerobic fluidized bed area;Institute
The supervisor for stating middle resistance Impulsive tank is connect by aerobic fluidized bed area with the radial pattern water distribution system of anaerobic filter bed bottom;It is described good
The outside of oxygen fluidised bed zones is provided with separation deflector, and the separation deflector is arranged on inside mud-water separating area, the muddy water
Disengagement zone bottom is provided with perforation sludge pipe, and the separation deflector is located at the right side of downflow weir, and the downflow weir is connected with ring
Sterile zones are flowed, circulation sterile zones are internally provided with annular section with water-distributing device, and the circulation sterile zones both sides are provided with water outlet
Pipe.
A kind of 2. integration USOF hospital sewage treatment devices according to claim 1, which is characterized in that the anaerobism
The filter bed of resistance pulse water-feeding mode during filter bed is used for water intake mode, anaerobic filter bed bottom setting tubular type pulse water distribution area.
A kind of 3. integration USOF hospital sewage treatment devices according to claim 1, which is characterized in that the anaerobism
The inner upper end of filter bed is fixedly uniformly arranged with fixed anaerobic organism film.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720789937.0U CN207483535U (en) | 2017-06-27 | 2017-06-27 | A kind of integration USOF hospital sewage treatment devices |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720789937.0U CN207483535U (en) | 2017-06-27 | 2017-06-27 | A kind of integration USOF hospital sewage treatment devices |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207483535U true CN207483535U (en) | 2018-06-12 |
Family
ID=62484541
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720789937.0U Active CN207483535U (en) | 2017-06-27 | 2017-06-27 | A kind of integration USOF hospital sewage treatment devices |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207483535U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109133493A (en) * | 2017-06-27 | 2019-01-04 | 湖北水云涧环保工程有限公司 | A kind of integration USOF hospital sewage treatment device |
-
2017
- 2017-06-27 CN CN201720789937.0U patent/CN207483535U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109133493A (en) * | 2017-06-27 | 2019-01-04 | 湖北水云涧环保工程有限公司 | A kind of integration USOF hospital sewage treatment device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103288301B (en) | A system and a method for the treatment of hospital sewage through the combination of biological contact oxidation and MBR membrane | |
CN104787959A (en) | Hospital wastewater treatment system and treatment method | |
CN203890204U (en) | Comprehensive treatment system of medical wastewater | |
CN112047576A (en) | Device for removing resistance genes and nitrogen and phosphorus in wastewater of livestock and poultry farm and operation process thereof | |
CN109607982A (en) | A kind of laboratory integration waste water treatment system | |
CN101085685A (en) | Landscape water treatment technology | |
CN205773964U (en) | A kind of medical waste water integrated processing system | |
CN111253006A (en) | Hospital wastewater comprehensive treatment device with zero sludge discharge and treatment method thereof | |
CN103043869B (en) | Recycling sewage treatment equipment by utilizing automatic backflow reactor and sewage treatment method thereof | |
CN103241896A (en) | Integrated water-treatment device | |
CN109809642A (en) | A kind of remodeling purification tank of multi-stage aerobic processing rural households' sewage | |
CN205953659U (en) | Bury formula deodorization and purify towards lavatory sewage treatment groove | |
CN203715450U (en) | Hospital wastewater treatment system | |
CN205188086U (en) | Sewage treatment clean system of hospital | |
CN205188085U (en) | Bury sewage treatment device of formula hospital | |
CN207483535U (en) | A kind of integration USOF hospital sewage treatment devices | |
CN205953758U (en) | Novel alga - activated sludge coupled reaction ware | |
CN111995193A (en) | Integrated intelligent device and method for advanced treatment of medical wastewater | |
CN208327714U (en) | Rural domestic sewage treatment integrated apparatus | |
CN109231667A (en) | A kind of rural area high concentration COD, ammonia nitrogen aquaculture wastewater integrated equipment for wastewater treatment | |
CN207130115U (en) | A kind of medical waste water processing unit | |
CN109133493A (en) | A kind of integration USOF hospital sewage treatment device | |
CN214528493U (en) | Hospital wastewater treatment system | |
CN108821521A (en) | Multistage settling gardens regeneration effluent system | |
CN214654298U (en) | Sewage treatment removes algae system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |