CN214611964U - Novel wastewater treatment device - Google Patents
Novel wastewater treatment device Download PDFInfo
- Publication number
- CN214611964U CN214611964U CN202022644432.XU CN202022644432U CN214611964U CN 214611964 U CN214611964 U CN 214611964U CN 202022644432 U CN202022644432 U CN 202022644432U CN 214611964 U CN214611964 U CN 214611964U
- Authority
- CN
- China
- Prior art keywords
- well
- overflow
- filter
- flow
- abandoning
- 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
- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 14
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000007788 liquid Substances 0.000 claims abstract description 19
- 239000006004 Quartz sand Substances 0.000 claims abstract description 10
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 10
- 238000011001 backwashing Methods 0.000 claims abstract description 8
- 239000002893 slag Substances 0.000 claims abstract description 7
- 238000005406 washing Methods 0.000 claims abstract description 5
- 239000010865 sewage Substances 0.000 claims description 21
- 238000001914 filtration Methods 0.000 abstract description 10
- 239000003651 drinking water Substances 0.000 abstract description 3
- 235000020188 drinking water Nutrition 0.000 abstract description 3
- 239000008187 granular material Substances 0.000 abstract description 3
- 239000012535 impurity Substances 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 206010040007 Sense of oppression Diseases 0.000 description 1
- 244000052616 bacterial pathogen Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000035622 drinking Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Images
Landscapes
- Physical Water Treatments (AREA)
- Water Treatment By Sorption (AREA)
Abstract
The utility model discloses a novel wastewater treatment device, which comprises an overflow and flow discarding integrated well, a quartz sand tank, a granular activated carbon tank, a filter and an ultraviolet irradiation tank which are sequentially connected through pipelines; the overflow and flow-abandoning integrated well comprises an overflow well, a flow-abandoning well and a connecting water pipe for communicating the overflow well with the flow-abandoning well; the filter comprises a body and a bundling pipe type filter element arranged in the body; the side part of the body is provided with a liquid inlet and a gas washing port, the top of the body is provided with a liquid outlet backwashing port, and the bottom of the body is provided with a slag discharge port. The utility model provides a novel wastewater treatment device makes the rainwater abandon a class integrative well, quartz sand jar, granule activated carbon jar, filter, ultraviolet irradiation jar through the overflow in proper order to can the effective control water yield and carry out progressively filtering, the high effectual of filtration efficiency makes the rainwater purify into the drinking water, has effectively utilized the water resource, and the device need not frequently change the filter core, long service life.
Description
Technical Field
The utility model relates to an environmental protection equipment technical field, concretely relates to novel waste water treatment device.
Background
Rainwater is an important natural resource, but contains a large amount of impurities, and if the rainwater is directly boiled for drinking, the rainwater has more harm to the body, so that the rainwater is taken as wastewater to be discharged in many areas, and great resource waste is caused.
In view of the above, there is a need for an improved wastewater treatment apparatus in the prior art to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to disclose a novel waste water treatment device makes the rainwater abandon a class integrative well, quartz sand jar, granule activated carbon jar, filter, ultraviolet irradiation jar through the overflow in proper order to can the effective control water yield and carry out progressively filtering, the high effectual of filtration efficiency makes the rainwater purify into the drinking water, has effectively utilized the water resource, and the device need not frequent renew cartridge, long service life.
In order to realize the aim, the utility model provides a novel wastewater treatment device, which comprises an overflow and flow-discarding integrated well, a quartz sand tank, a granular activated carbon tank, a filter and an ultraviolet irradiation tank which are sequentially connected through pipelines; the overflow and flow-abandoning integrated well comprises an overflow well, a flow-abandoning well and a connecting water pipe for communicating the overflow well with the flow-abandoning well; the overflow well is internally provided with a first filter screen, the overflow well is provided with an overflow port, the overflow port is positioned above the first filter screen, the connecting water pipe is positioned below the first filter screen, the abandoning well is internally provided with a second filter screen, the second filter screen is positioned above the connecting water pipe, the bottom of the abandoning well is provided with a sewage draining groove and a sewage draining channel communicated with the sewage draining groove, the sewage draining groove is connected with a spring, the top of the spring is connected with a pressing block, the pressing block is bonded with an annular rubber strip, and the pressing block can freely cover the sewage draining groove under the driving of the spring; the filter comprises a body and a bundling pipe type filter element arranged in the body; the side part of the body is provided with a liquid inlet and an air washing port, the top of the body is provided with a liquid outlet backwashing port, and the bottom of the body is provided with a slag discharge port; the liquid inlet is connected with the granular activated carbon tank, and the liquid outlet backwashing port is connected with the ultraviolet irradiation tank.
In some embodiments, a water pump is installed on the pipe connecting the granular activated carbon canister and the filter.
In some embodiments, a connection block is further included that connects the overflow well and the discard well.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model provides a novel wastewater treatment device makes the rainwater abandon a class integrative well, quartz sand jar, granule activated carbon jar, filter, ultraviolet irradiation jar through the overflow in proper order to can the effective control water yield and carry out progressively filtering, the high effectual of filtration efficiency makes the rainwater purify into the drinking water, has effectively utilized the water resource, and the device need not frequently change the filter core, long service life.
Drawings
FIG. 1 is a schematic structural view of the novel wastewater treatment device of the present invention;
fig. 2 is a partial structural schematic diagram of fig. 1.
Detailed Description
The present invention is described in detail with reference to the embodiments shown in the drawings, but it should be understood that these embodiments are not intended to limit the present invention, and those skilled in the art should understand that the functions, methods, or structural equivalents or substitutions made by these embodiments are within the scope of the present invention.
The novel wastewater treatment device shown in figures 1 and 2 comprises an overflow and flow discarding integrated well, a quartz sand tank 3, a granular activated carbon tank 4, a filter and an ultraviolet irradiation tank 9 which are sequentially connected through pipelines.
The overflow and flow-abandoning integrated well comprises an overflow well 1, a flow-abandoning well 2 and a connecting water pipe 13 for communicating the overflow well 1 and the flow-abandoning well 2. Install first filter screen 11 in the overflow well 1, be equipped with overflow mouth 12 on the overflow well 1, overflow mouth 12 is located first filter screen 11 top, connecting pipe 13 is located first filter screen 11 below. Rainwater is once filtered through first filter screen 11, and excessive rainwater accessible overflow mouth 12 is discharged, has effectively controlled the water yield, and rainwater after once filtering gets into through connecting pipe 13 and abandons in the flowing well 2.
A second filter screen 21 is installed in the flow abandoning well 2, the second filter screen 21 is located above the connecting water pipe 13, and the filtering precision of the second filter screen 21 is higher than that of the first filter screen 11. The quartz sand tank 3 extracts rainwater above the second filter screen 21, so that the rainwater after secondary filtration by the second filter screen 21 enters the quartz sand tank 3.
The bottom of the waste flow well 2 is provided with a sewage draining groove 20 and a sewage draining channel (not shown) communicated with the sewage draining groove 20, the sewage draining groove 20 is connected with a spring 7, and the top of the spring 7 is connected with a pressing block 6. When the initial rainwater is less, and the rainwater enters the abandoning well 2, the spring 7 has the natural length, the pressing block 6 is separated from the sewage discharge groove 20, and the rainwater can flow into the sewage discharge groove 20 through the pressing block 6 and the clearance at the bottom of the abandoning well 2 and then is discharged through the sewage discharge channel. When the rainfall amount is great, rainwater oppression briquetting 6, spring 7 is compressed, and briquetting 6 covers blowdown recess 20, and during the unable blowdown recess 20 that flows into of rainwater, gradually second filter screen 21 overflows then, impurity in the rainwater was carried out secondary filter by second filter screen 21 interception, rainwater. When the water amount is reduced, the spring 7 is reset, the pressing block 6 is separated from the sewage discharge groove 20, and impurities below the second filter screen 21 flow into the sewage discharge groove 20 from the gap between the pressing block 6 and the bottom of the abandoned flow well 2 and are then discharged through the sewage discharge channel.
The pressing block 6 is bonded with an annular rubber strip 8, so that the pressing block can be attached to the bottom of the abandoned flow well 2 more tightly, and rainwater is prevented from flowing into the sewage drainage groove 20 from a gap between the pressing block 6 and the bottom of the abandoned flow well 2.
The quartz sand tank 3 can remove sundries such as silt, debris and the like in rainwater. The granular activated carbon tank 4 can remove peculiar smell and adsorb impurities in rainwater. The ultraviolet radiation lamp in the ultraviolet radiation tank 9 can play a role in sterilization, and the filtered water is ensured not to contain pathogenic bacteria.
The filter includes a body 56, a bundled tube cartridge 54 mounted within the body 56. The side part of the body 56 is provided with a liquid inlet 51 and an air washing port 52, the top part of the body 56 is provided with a liquid outlet backwashing port 53, and the bottom part of the body 56 is provided with a slag discharge port 55. The liquid inlet 51 is connected with the granular activated carbon tank 4, and the liquid outlet backwashing port 53 is connected with the ultraviolet irradiation tank 9.
Filtered water enters the filter through the liquid inlet 51, under the action of centrifugal force, large solid particles in the filtered water settle to the bottom of the filter along the inner wall of the filter, the rest solid particles are filtered from outside to inside through the cluster pipe type filter element 54, and clear liquid flows into the ultraviolet irradiation tank 9 through the liquid outlet backwashing port 53;
when the pressure difference between the inside and the outside of the bundling pipe type filter element 54 reaches a certain value, the filtration is suspended, and compressed nitrogen is introduced into the gas washing port 52 and the slag discharging port 55 to prevent particles from blocking the slag discharging port 55;
then backwash liquid is introduced into the liquid outlet backwash opening 53 to backwash the cluster pipe type filter element 54, so that particles attached to the surface of the cluster pipe type filter element 54 are discharged through the slag discharge opening 5, and the cluster pipe type filter element 54 can be repeatedly used without replacement and has long service life.
A water pump 41 is installed on a pipe connecting the granular activated carbon canister 4 and the filter, thereby ensuring that water can flow normally. And a connecting block 14 for connecting the overflow well 1 and the abandon well 2.
The above list of details is only for the practical implementation of the present invention, and they are not intended to limit the scope of the present invention, and all equivalent implementations or modifications that do not depart from the technical spirit of the present invention should be included in the scope of the present invention.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (3)
1. A novel wastewater treatment device is characterized by comprising an overflow and flow discarding integrated well, a quartz sand tank, a granular activated carbon tank, a filter and an ultraviolet irradiation tank which are sequentially connected through a pipeline;
the overflow and flow-abandoning integrated well comprises an overflow well, a flow-abandoning well and a connecting water pipe for communicating the overflow well with the flow-abandoning well; the overflow well is internally provided with a first filter screen, the overflow well is provided with an overflow port, the overflow port is positioned above the first filter screen, the connecting water pipe is positioned below the first filter screen, the abandoning well is internally provided with a second filter screen, the second filter screen is positioned above the connecting water pipe, the bottom of the abandoning well is provided with a sewage draining groove and a sewage draining channel communicated with the sewage draining groove, the sewage draining groove is connected with a spring, the top of the spring is connected with a pressing block, the pressing block is bonded with an annular rubber strip, and the pressing block can freely cover the sewage draining groove under the driving of the spring;
the filter comprises a body and a bundling pipe type filter element arranged in the body; the side part of the body is provided with a liquid inlet and an air washing port, the top of the body is provided with a liquid outlet backwashing port, and the bottom of the body is provided with a slag discharge port; the liquid inlet is connected with the granular activated carbon tank, and the liquid outlet backwashing port is connected with the ultraviolet irradiation tank.
2. The novel wastewater treatment apparatus according to claim 1, wherein a water pump is installed on a pipe connecting the granular activated carbon canister and the filter.
3. The novel wastewater treatment plant of claim 1 further comprising a connection block connecting the overflow well and the discard well.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022644432.XU CN214611964U (en) | 2020-11-16 | 2020-11-16 | Novel wastewater treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022644432.XU CN214611964U (en) | 2020-11-16 | 2020-11-16 | Novel wastewater treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214611964U true CN214611964U (en) | 2021-11-05 |
Family
ID=78427416
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022644432.XU Active CN214611964U (en) | 2020-11-16 | 2020-11-16 | Novel wastewater treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214611964U (en) |
-
2020
- 2020-11-16 CN CN202022644432.XU patent/CN214611964U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR20130013033A (en) | A water filtering device of portable | |
| KR101102979B1 (en) | Auto filtering apparatus capable of removing deposits | |
| CN214611964U (en) | Novel wastewater treatment device | |
| CN209161669U (en) | Oil-containing sewage treatment system | |
| CN205461213U (en) | High -efficient gas -liquid separation sewage treatment automatic filtration device | |
| CN210086349U (en) | Sponge urban rainwater collection system | |
| CN110723866A (en) | Landfill leachate high efficiency anaerobic reactor device | |
| KR20140052597A (en) | Apparatus for rainwater treatment with float and screen | |
| KR102294885B1 (en) | Rainwater recycling system | |
| CN204369674U (en) | A kind of Novel filter device | |
| CN212982647U (en) | Filter with multi-stage filtering function based on water treatment | |
| CN210170957U (en) | Sewage treatment device for solid-liquid separation | |
| CN101928082A (en) | Vertical-flow air flotation device with secondary filtering | |
| CN112892035A (en) | Automatic back-flushing prefilter | |
| CN207085487U (en) | A kind of efficient family expenses strong water purifier | |
| CN216737786U (en) | Sewage treatment plant of low energy consumption | |
| CN205635255U (en) | Rainwater automatic filtration device | |
| CN212450989U (en) | FJ (FJ) rapid reaction integrated water purifier | |
| CN203971565U (en) | Multistage purpose ceramic-film filter | |
| CN110877935A (en) | Standing, precipitating and separating device of cutting fluid regenerating device | |
| CN214634644U (en) | High-efficient quartz sand filter | |
| CN211311101U (en) | Aluminum purification wastewater treatment system | |
| CN211078698U (en) | Central water purification and scale inhibition device | |
| CN217677101U (en) | Integrated sewage purifier with protective cover | |
| CN220131940U (en) | Spiral dirt remover |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 518100 honghualing environment Park, No. 56, Longling South Road, Pingxi community, Pingdi street, Longgang District, Shenzhen, Guangdong Province Patentee after: Shenzhen Langkun Biomass Energy Co.,Ltd. Country or region after: China Address before: 518117 honghualing environment Park, 56 Longling South Road, Pingxi community, Pingdi street, Longgang District, Shenzhen City, Guangdong Province Patentee before: SHENZHEN LANGKUN BIOTECHNOLOGY CO.,LTD. Country or region before: China |
|
| CP03 | Change of name, title or address |