CN202594921U - Medical treatment sewage treatment device without energy consumption - Google Patents
Medical treatment sewage treatment device without energy consumption Download PDFInfo
- Publication number
- CN202594921U CN202594921U CN201220201743.1U CN201220201743U CN202594921U CN 202594921 U CN202594921 U CN 202594921U CN 201220201743 U CN201220201743 U CN 201220201743U CN 202594921 U CN202594921 U CN 202594921U
- Authority
- CN
- China
- Prior art keywords
- medicine
- upflow
- pipe
- bed
- sewage treatment
- 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 19
- 238000005265 energy consumption Methods 0.000 title description 5
- 239000003814 drug Substances 0.000 claims abstract description 14
- 239000007787 solid Substances 0.000 claims abstract description 8
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 6
- 239000007788 liquid Substances 0.000 claims description 5
- 230000000249 desinfective effect Effects 0.000 claims description 3
- 230000008436 biogenesis Effects 0.000 claims 1
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 241000894006 Bacteria Species 0.000 description 6
- 239000002360 explosive Substances 0.000 description 5
- 239000000126 substance Substances 0.000 description 5
- 238000012856 packing Methods 0.000 description 4
- 230000003260 anti-sepsis Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000011067 equilibration Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 239000003206 sterilizing agent Substances 0.000 description 3
- 238000005273 aeration Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000000968 intestinal effect Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- RTKIYNMVFMVABJ-UHFFFAOYSA-L thimerosal Chemical compound [Na+].CC[Hg]SC1=CC=CC=C1C([O-])=O RTKIYNMVFMVABJ-UHFFFAOYSA-L 0.000 description 1
- 229940033663 thimerosal Drugs 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
一种无能耗医疗污水处理装置，包括固形物分离器，上流式生物发生床、上流式生物滤床、计量池、消毒接触池、虹吸管、倒置杯、投药箱和储药箱，同形物分离器、上流式生物发生床和上流式生物滤床，由两流通管相互连通，上流式生物滤床由壁孔与计量池连通，在计量池内有虹吸管和倒置杯，倒置杯由真空破坏管和进药管与投药箱连接，真空平衡管与真空破坏管连通，储药箱通过药管与投药箱连通，虹吸管与消毒接触池连通。本实用新型的有益效果：无须外加能量，污水处理完全自动化，占地少，一次性投资少，运行费用低，无须专人管理，适用于医疗污水处理。
A non-energy-consuming medical sewage treatment device, including a solids separator, an upflow biological generation bed, an upflow biological filter bed, a metering tank, a disinfection contact tank, a siphon, an inversion cup, a medicine feeding box and a medicine storage box, and an isomorph separator 1. The upflow biological generation bed and the upflow biological filter bed are connected with each other by two flow pipes. The upflow biological filter bed is connected with the metering pool through the wall hole. There is a siphon tube and an inverted cup in the metering pool. The inverted cup is connected by a vacuum breaking tube and an inlet. The medicine pipe is connected with the medicine feeding box, the vacuum balance pipe is connected with the vacuum breaking pipe, the medicine storage box is connected with the medicine feeding box through the medicine pipe, and the siphon pipe is connected with the disinfection contact pool. The beneficial effect of the utility model is that no additional energy is needed, the sewage treatment is completely automatic, the land occupation is small, the one-time investment is small, the operating cost is low, and no special person is required to manage it, and it is suitable for medical sewage treatment.
Description
Technical field
The utility model relates to waste disposal plant, particularly a kind of no energy consumption medical sewage treatment unit.
Background technology
Now sewage carries out anaerobic biological and handles, sterilization and disinfection then, and this method is need not power, but sewage residence time in the pond is longer, is generally three days, so one-time investment is bigger.The sewage aerobic biochemical treatment, sterilization and disinfection then, this method needs power (electricity consumption) to carry out blast aeration, jet-flow aeration, so working cost is higher, running machinery will often keep in repair, and the personal management arranged.
Summary of the invention
The purpose of the utility model provides a kind of no energy consumption medical sewage treatment unit, and this device need not external energy, the WWT fully automated.
To achieve these goals; The technical scheme that the utility model is taked is: no energy consumption medical sewage treatment unit comprises the solid substance separator, biological bed, upflowing bacteria bed, metering pond, antisepsis contact tank, U trap, inverted cup, dispensing kit and the explosive box of taking place of upflowing; Skeuomorph separator, biological bed and the upflowing bacteria bed of taking place of upflowing; Be interconnected by two circulating tubes, the upflowing bacteria bed is communicated with the metering pond by cinclides, in the metering pond, U trap and inverted cup is arranged; Inverted cup is connected with dispensing kit with drug-feeding tube by the vacuum breaking pipe; The vacuum equilibration tube is communicated with the vacuum breaking pipe, and explosive box is communicated with dispensing kit through pencil, and U trap is communicated with antisepsis contact tank.
Vertical flow deflector is arranged in the solid substance separator, in the bed swash plate is arranged biological generation of upflowing, porous plate and packing course are arranged in the upflowing bacteria bed, training wall is arranged in antisepsis contact tank, fluid level controller is installed in crossing on the pencil in dispensing kit.
The beneficial effect of the utility model: need not external energy, the WWT fully automated.Take up an area of few, secondary property less investment, working cost is low, need not the personal management, total system just can turn round automatically.
Description of drawings
Fig. 1 is the utility model structural representation.
Embodiment
As shown in Figure 1, sewage at first gets into solid substance separator 1, and flow deflector 2 is arranged in separator; The solid substance of suspension is floated in the left side of flow deflector 2, and proportion is sunken to the bottom greater than the solid substance of water, and more clear water is introduced biological bed 3 bottoms that take place of upflowing through circulating tube 4; In the bed 3 swash plate 5 is arranged biological generation of upflowing, because the effect of swash plate 5 makes mud be sunken to the bottom; Clear water upwards flows and carries out a biological disposal upon, and to reduce BOD, the COD in the sewage, gets into 6 ends of upflowing bacteria bed through the water of carrying out a biological disposal upon through circulating tube 8; Water passes porous plate 7 and packing course 21 from the bottom to top successively, plays a role in filtering on the one hand, plays the biological bed effect that takes place simultaneously; Packing course has big adsorption, forms microbial film on the packing course surface, and BOD, the COD of water had bigger clearance; Water after above second-stage treatment flows into metering pond 9, in metering pond 9, U trap 12 and inverted cup 13 is arranged, and is communicated with by the top 22 of vacuum breaking pipe 15 and drug-feeding tube 16 and dispensing kit 20; On vacuum breaking pipe 15, connect vacuum breaking equilibration tube 14, explosive box 17 is communicated with dispensing kit 20 by crossing pencil 19.
When liquid level reaches a certain height in the metering pond 9; U trap L (12) begins siphon, and drug-feeding tube 16 produces vacuum, thereby sterilizing agent flow in the inverted cup 13 from dispensing kit 20; Sterilizing agent mixes the back with sewage and gets into disinfecting tank 10 in U trap 12; By the effect of training wall 11, make sewage after disinfecting tank 10 stops certain hours, after being killed, intestinal bacteria in the water efflux.
When the liquid level in the metering pond 9 was reduced to a certain position, vacuum breaking equilibration tube 14 got into air, and air gets into vacuum breaking pipe 15 and drug-feeding tube 16 again, and dispensing is stopped; Air admission inverted cup 13 makes sewage stop siphon.
When dispensing kit 20 began to offer medicine, liquid level began to descend in the case, and fluid level controller 18 work make thimerosal flow into dispensing kit 20 from explosive box 17 through pencil 19; When dispensing kit 20 liquid levels rose to a certain height, fluid level controller 18 work made that sterilizing agent stops to flow in the dispensing kit 20 in the explosive box 17.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220201743.1U CN202594921U (en) | 2012-05-08 | 2012-05-08 | Medical treatment sewage treatment device without energy consumption |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220201743.1U CN202594921U (en) | 2012-05-08 | 2012-05-08 | Medical treatment sewage treatment device without energy consumption |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202594921U true CN202594921U (en) | 2012-12-12 |
Family
ID=47312479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220201743.1U Expired - Fee Related CN202594921U (en) | 2012-05-08 | 2012-05-08 | Medical treatment sewage treatment device without energy consumption |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202594921U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105084652A (en) * | 2015-08-04 | 2015-11-25 | 浙江水利水电学院 | Ecological pond rack sewage treatment integrated system |
-
2012
- 2012-05-08 CN CN201220201743.1U patent/CN202594921U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105084652A (en) * | 2015-08-04 | 2015-11-25 | 浙江水利水电学院 | Ecological pond rack sewage treatment integrated system |
| CN105084652B (en) * | 2015-08-04 | 2017-05-24 | 浙江水利水电学院 | Ecological pond rack sewage treatment integrated system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121212 Termination date: 20160508 |