CN212864395U - Industrial wastewater dosing pool - Google Patents
Industrial wastewater dosing pool Download PDFInfo
- Publication number
- CN212864395U CN212864395U CN202021609282.2U CN202021609282U CN212864395U CN 212864395 U CN212864395 U CN 212864395U CN 202021609282 U CN202021609282 U CN 202021609282U CN 212864395 U CN212864395 U CN 212864395U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- width dimension
- surface width
- tank
- water
- 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
Images
Landscapes
- Filtration Of Liquid (AREA)
Abstract
The utility model belongs to the technical field of industrial waste water handles, especially, industrial waste water adds medicine pond, including the automatic stirring equalizing basin, add between the medicine, bucket groove formula inclined plate sedimentation tank and gravity flow type filtering ponds, inside one side of automatic stirring equalizing basin is provided with first pipeline, the top of automatic stirring equalizing basin is provided with the water inlet, the inside of adding between the medicine is provided with the agitator, the top of agitator is provided with the automatic reagent feeding system, one side of adding between the medicine is provided with the second pipeline, the upper portion of bucket groove formula inclined plate sedimentation tank is provided with the pipe down-flow district, top one side in pipe down-flow district is provided with the overflow mouth, one side of overflow mouth is provided with the honeycomb duct, the bottom of gravity flow type filtering ponds is provided with the delivery port. The utility model discloses a set up the automation that the automatic reagent feeding system realized that the medicament adds to concentrate on a device in through setting up automatic stirring equalizing basin, adding between medicine, bucket formula inclined plate sedimentation tank and gravity flow filter tank, greatly improved waste water treatment's efficiency.
Description
Technical Field
The utility model relates to an industrial wastewater treatment technical field specifically is an industrial wastewater adds medicine pond.
Background
Sewage, generally refers to effluent water from life and production that is contaminated to some extent. The sewage mainly comprises domestic sewage, industrial wastewater and initial rainwater. The main pollutants of the sewage include pathogen pollutants, oxygen-consuming pollutants, plant nutrients, toxic pollutants and the like.
At present, a large amount of heavy metal degradation-resistant wastewater is generated in the processes of electronic electroplating, mechanical processing, spraying printing and dyeing, petrochemical industry, pharmaceutical processing, garbage treatment and the like in China.
There are the following problems:
1. in the actual production process, different feeding modes are required to be selected according to the difference between the types and the dosages of the required fed medicaments to ensure the effectiveness of the medicaments, so that the stable operation of the whole system is ensured, and the process is complicated;
2. in the aspect of industrial wastewater treatment, a technical method of precipitating in a sedimentation tank and then filtering in a filter tank is generally adopted to remove impurities in water, and common flocculation devices, precipitation devices and filtering devices are independently distributed in the method, so that the method has the advantages of large occupied area, relatively complex operation and low working efficiency.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides an industrial waste water adds medicine pond has solved and has proposed in the above-mentioned background art and add the problem that the medicine process is loaded down with trivial details, area is big and work efficiency is low.
In order to achieve the above object, the utility model provides a following technical scheme: an industrial wastewater dosing pool comprises an automatic stirring adjusting pool, a dosing room, a bucket type inclined plate sedimentation pool and a self-flowing type filtering pool, wherein a water-stop sheet is arranged inside the automatic stirring adjusting pool, a first pipeline is arranged on one side inside the automatic stirring adjusting pool, a ph detector is arranged on one side of the first pipeline, a turbidity meter is arranged at the bottom of the ph detector, a first water suction pump is arranged at the bottom of the turbidity meter, a water inlet is arranged at the top of the automatic stirring adjusting pool, a stirrer is arranged inside the dosing room, an automatic dosing system is arranged at the top of the stirrer, a second pipeline is arranged on one side of the dosing room, which is far away from the water inlet, a second water suction pump is arranged on the front of the second pipeline, a pipeline mixer is arranged at the joint of the first pipeline and the second pipeline, an inclined tube backflow area is arranged at the upper part of the bucket type inclined plate sedimentation pool, the inside in pipe chute area of falling is provided with the swash plate, top one side in pipe chute area of falling is provided with the overflow mouth, the lower part of bucket formula inclined plate sedimentation pond is provided with the water-locator, the opposite side in bucket formula inclined plate sedimentation pond is provided with the mud district, the lower part in mud district is provided with the drain, one side of overflow mouth is provided with the honeycomb duct, the inside in flow filter tank is provided with the cobblestone bed course, the bottom of cobblestone bed course is provided with the quartz sand bed course, the bottom in flow filter tank is provided with the delivery port.
As a preferred technical scheme of the utility model, the surface width dimension of water-stop sheet is less than the surface width dimension of automatic stirring equalizing basin, water-stop sheet and automatic stirring equalizing basin fixed connection, the surface width dimension of first pipeline is less than the surface width dimension of automatic stirring equalizing basin, first pipeline and automatic stirring equalizing basin fixed connection.
As a preferred technical scheme of the utility model, the surface width dimension of ph detector is less than the surface width dimension of first pipeline, ph detector and first pipeline fixed connection, the surface width dimension of turbidity appearance is less than the surface width dimension of first pipeline, turbidity appearance and first pipeline fixed connection, the surface width dimension of first suction pump is less than the surface width dimension of first pipeline, first suction pump and first pipeline fixed connection.
As the utility model discloses a preferred technical scheme, the surface width size of agitator is less than the surface width size who adds between the medicine, swing joint between agitator and the medicine that adds, the surface width size of agitator is less than the surface width size of automatic reagent feeding system, agitator and automatic reagent feeding system swing joint.
As a preferred technical scheme of the utility model, the surface width dimension of first pipeline is less than pipeline mixer's surface width dimension, first pipeline and pipeline mixer fixed connection, the surface width dimension of second suction pump is less than the surface width dimension of second pipeline, second suction pump and second pipeline fixed connection, the surface width dimension of second pipeline is less than pipeline mixer's surface width dimension, second pipeline and pipeline mixer fixed connection.
As the utility model discloses an optimized technical scheme, the surface width dimension of swash plate is less than the pipe chute area of flow reversal the swash plate and pipe chute area of flow reversal fixed connection, the surface width dimension of water-locator is less than the surface width dimension of bucket formula inclined plate sedimentation tank, water-locator and bucket formula inclined plate sedimentation tank fixed connection.
As an optimal technical scheme of the utility model, the surface width size of cobblestone bed course is less than the surface width size of gravity flow filter tank, cobblestone bed course and gravity flow filter tank fixed connection, the surface width size of quartz sand bed course is less than the surface width size of gravity flow filter tank, quartz sand bed course and gravity flow filter tank fixed connection.
Compared with the prior art, the utility model provides an industrial waste water adds medicine pond possesses following beneficial effect:
1. this industrial waste water adds medicine pond, through setting up automatic reagent feeding system, the operation of automatic reagent feeding pump is controlled through PH meter and ORP meter to the automatic reagent feeding system, adds acid-base, oxidant, reductant and flocculating agent accurately, gets rid of the influence of human factor to the waste water treatment effect, and the operation is reliable and stable, and degree of automation increases substantially, reduces staff's intensity of labour.
2. This industrial waste water adds medicine pond through setting up automatic stirring equalizing basin, adding between medicine, bucket formula inclined plate sedimentation tank and gravity flow filter tank, concentrates on a device with equalizing basin among the traditional sewage treatment process, between adding medicine, sedimentation tank and filter tank in, and each structures equipment is nimble in the device, has greatly improved waste water treatment's efficiency, reduces earlier stage and founds and later stage operation maintenance cost.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the top structure of the automatic stirring and adjusting tank and the dosing room of the present invention;
FIG. 3 is a schematic view of the pipe mixer connection of the present invention;
fig. 4 is a schematic view of the flow guide pipe of the present invention.
In the figure: 1. an automatic stirring and adjusting tank; 2. a dosing chamber; 3. a bucket type inclined plate sedimentation tank; 4. a self-flowing filter tank; 5. a water-stop sheet; 6. a first conduit; 7. a ph detector; 8. a turbidity meter; 9. a first water pump; 10. a water inlet; 11. a stirrer; 12. an automatic dosing system; 13. a second conduit; 14. a second water pump; 15. a pipeline mixer; 16. an inclined tube backflow area; 17. a sloping plate; 18. an overflow port; 19. a water distributor; 20. a sludge zone; 21. a sewage draining outlet; 22. a flow guide pipe; 23. a cobblestone cushion layer; 24. a quartz sand cushion layer; 25. and (7) a water outlet.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, in this embodiment: an industrial wastewater dosing pool comprises an automatic stirring and adjusting pool 1, a dosing room 2, a bucket type inclined plate sedimentation pool 3 and a self-flowing type filtering pool 4, wherein a water-stop plate 5 is arranged inside the automatic stirring and adjusting pool 1, a first pipeline 6 is arranged on one side inside the automatic stirring and adjusting pool 1, a ph detector 7 is arranged on one side of the first pipeline 6, a turbidity meter 8 is arranged at the bottom of the ph detector 7, a first water suction pump 9 is arranged at the bottom of the turbidity meter 8, a water inlet 10 is arranged at the top of the automatic stirring and adjusting pool 1, a stirrer 11 is arranged inside the dosing room 2, an automatic dosing system 12 is arranged at the top of the stirrer 11, a second pipeline 13 is arranged on one side of the dosing room 2 away from the water inlet 10, a second water suction pump 14 is arranged on the front side of the second pipeline 13, a pipeline mixer 15 is arranged at the joint of the first pipeline 6 and the second pipeline 13, an inclined pipe backflow area 16 is arranged at the upper part of the bucket, an inclined plate 17 is arranged inside the inclined tube backflow area 16, an overflow port 18 is arranged on one side of the top of the inclined tube backflow area 16, a water distributor 19 is arranged on the lower portion of the bucket type inclined plate sedimentation tank 3, a sludge area 20 is arranged on the other side of the bucket type inclined plate sedimentation tank 3, a sewage discharge port 21 is arranged on the lower portion of the sludge area 20, a flow guide pipe 22 is arranged on one side of the overflow port 18, a cobble cushion layer 23 is arranged inside the gravity flow type filtering tank 4, a quartz sand cushion layer 24 is arranged at the bottom of the cobble cushion layer 23, and a water outlet 25 is arranged at the bottom of the gravity flow type filtering tank.
In the embodiment, the width of the outer surface of the water-stop sheet 5 is smaller than that of the outer surface of the automatic stirring and adjusting tank 1, the water-stop sheet 5 is fixedly connected with the automatic stirring and adjusting tank 1, the width of the outer surface of the first pipeline 6 is smaller than that of the outer surface of the automatic stirring and adjusting tank 1, the first pipeline 6 is fixedly connected with the automatic stirring and adjusting tank 1, the water-stop sheets 5 are arranged in the automatic stirring and adjusting tank 1 in a staggered manner, and the wastewater treatment efficiency is improved under the action of gravity and the help of the first water suction pump 9; the width dimension of the outer surface of the ph detector 7 is smaller than that of the outer surface of the first pipeline 6, the ph detector 7 is fixedly connected with the first pipeline 6, the width dimension of the outer surface of the turbidity meter 8 is smaller than that of the outer surface of the first pipeline 6, the turbidity meter 8 is fixedly connected with the first pipeline 6, the width dimension of the outer surface of the first water suction pump 9 is smaller than that of the outer surface of the first pipeline 6, the first water suction pump 9 is fixedly connected with the first pipeline 6, the width dimension of the outer surface of the stirrer 11 is smaller than that of the outer surface of the dosing room 2, the stirrer 11 is movably connected with the dosing room 2, the width dimension of the outer surface of the stirrer 11 is smaller than that of the automatic dosing system 12, the stirrer 11 is movably connected with the automatic dosing system 12, the ph detector 7 and the turbidity meter 8 measure and react the pH value of a solution in water and the turbidity degree of the water, the automatic dosing system 12 doses different medicaments according to the detection results of the ph detector, the stirrer 11 uniformly stirs water and the medicament; the width dimension of the outer surface of the first pipeline 6 is smaller than that of the outer surface of the pipeline mixer 15, the first pipeline 6 is fixedly connected with the pipeline mixer 15, the width dimension of the outer surface of the second water suction pump 14 is smaller than that of the outer surface of the second pipeline 13, the second water suction pump 14 is fixedly connected with the second pipeline 13, the width dimension of the outer surface of the second pipeline 13 is smaller than that of the outer surface of the pipeline mixer 15, the second pipeline 13 is fixedly connected with the pipeline mixer 15, and the pipeline mixer 15 uniformly mixes water in the automatic stirring adjusting tank 1 and the dosing room 2 and discharges the water into the bucket-type inclined plate sedimentation tank 3; the width dimension of the outer surface of the cobblestone cushion layer 23 is smaller than that of the outer surface of the self-flowing filtering pool 4, the cobblestone cushion layer 23 is fixedly connected with the self-flowing filtering pool 4, the width dimension of the outer surface of the quartz sand cushion layer 24 is smaller than that of the outer surface of the self-flowing filtering pool 4, the quartz sand cushion layer 24 is fixedly connected with the self-flowing filtering pool 4, the cobblestone cushion layer 23 and the quartz sand cushion layer 24 both filter impurities and floating objects in water, and the treatment efficiency of wastewater is improved.
The utility model discloses a theory of operation and use flow: water enters the automatic stirring and adjusting tank 1 through a water inlet 10, a ph detector 7 and a turbidity meter 8 in the automatic stirring and adjusting tank 1 measure and react the pH value of a solution in the water and the turbidity degree of the water, an automatic medicine adding system 12 adds different medicines according to the detection results of the ph detector 7 and the turbidity meter 8, a stirrer 11 uniformly stirs the water and the medicines, a first water suction pump 9 and a second water suction pump 14 convey the water in the automatic stirring and adjusting tank 1 and the medicine adding room 2 from a first pipeline 6 and a second pipeline 13 to a pipeline mixer 15, in the process of discharging the sewage from the pipeline mixer 15 to the hopper type inclined plate sedimentation tank 3, the sewage is discharged from a sewage discharge port 21 in a sludge area 20, the residual water is discharged from an overflow port 18 in an inclined tube backflow area 16 to the self-flowing type filtering tank 4 through a flow guide tube 22, and the residual water is filtered by a cobble cushion 23 and a quartz sand cushion 24 and finally discharged from a water outlet 25.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides an industrial waste water pond of adding medicine, includes automatic stirring equalizing basin (1), adds between medicine (2), bucket formula inclined plate sedimentation tank (3) and gravity flow filtering ponds (4), its characterized in that: the automatic stirring and adjusting tank is characterized in that a water-stop sheet (5) is arranged inside the automatic stirring and adjusting tank (1), a first pipeline (6) is arranged on one side inside the automatic stirring and adjusting tank (1), a ph detector (7) is arranged on one side of the first pipeline (6), a turbidity meter (8) is arranged at the bottom of the ph detector (7), a first water suction pump (9) is arranged at the bottom of the turbidity meter (8), a water inlet (10) is arranged at the top of the automatic stirring and adjusting tank (1), a stirrer (11) is arranged inside the dosing room (2), an automatic dosing system (12) is arranged at the top of the stirrer (11), a second pipeline (13) is arranged on one side, far away from the water inlet (10), of the dosing room (2), a second water suction pump (14) is arranged on the front side of the second pipeline (13), and a pipeline mixer (15) is arranged at the joint of the first pipeline (6) and the second pipeline (13), the upper portion of fighting slot type inclined plate sedimentation pond (3) is provided with pipe chute area of flow (16), the inside in pipe chute area of flow (16) is provided with swash plate (17), top one side in pipe chute area of flow (16) is provided with overflow mouth (18), the lower part of fighting slot type inclined plate sedimentation pond (3) is provided with water-locator (19), the opposite side of fighting slot type inclined plate sedimentation pond (3) is provided with mud district (20), the lower part in mud district (20) is provided with drain (21), one side of overflow mouth (18) is provided with honeycomb duct (22), the inside of gravity flow filtering ponds (4) is provided with cobblestone bed course (23), the bottom of cobblestone bed course (23) is provided with quartz sand bed course (24), the bottom of gravity flow filtering ponds (4) is provided with delivery port (25).
2. The industrial wastewater dosing tank of claim 1, wherein: the outer surface width dimension of water-stop sheet (5) is less than the outer surface width dimension of automatic stirring equalizing basin (1), water-stop sheet (5) and automatic stirring equalizing basin (1) fixed connection, the outer surface width dimension of first pipeline (6) is less than the outer surface width dimension of automatic stirring equalizing basin (1), first pipeline (6) and automatic stirring equalizing basin (1) fixed connection.
3. The industrial wastewater dosing tank of claim 1, wherein: the surface width dimension of ph detector (7) is less than the surface width dimension of first pipeline (6), ph detector (7) and first pipeline (6) fixed connection, the surface width dimension of turbidity appearance (8) is less than the surface width dimension of first pipeline (6), turbidity appearance (8) and first pipeline (6) fixed connection, the surface width dimension of first suction pump (9) is less than the surface width dimension of first pipeline (6), first suction pump (9) and first pipeline (6) fixed connection.
4. The industrial wastewater dosing tank of claim 1, wherein: the outer surface width dimension of agitator (11) is less than the outer surface width dimension of adding between medicine (2), agitator (11) and add between medicine (2) swing joint, the outer surface width dimension of agitator (11) is less than the outer surface width dimension of automatic reagent feeding system (12), agitator (11) and automatic reagent feeding system (12) swing joint.
5. The industrial wastewater dosing tank of claim 1, wherein: the surface width dimension of first pipeline (6) is less than the surface width dimension of pipeline mixer (15), first pipeline (6) and pipeline mixer (15) fixed connection, the surface width dimension of second suction pump (14) is less than the surface width dimension of second pipeline (13), second suction pump (14) and second pipeline (13) fixed connection, the surface width dimension of second pipeline (13) is less than the surface width dimension of pipeline mixer (15), second pipeline (13) and pipeline mixer (15) fixed connection.
6. The industrial wastewater dosing tank of claim 1, wherein: the width dimension of the outer surface of the inclined plate (17) is smaller than that of the inclined pipe backflow area (16), the inclined plate (17) is fixedly connected with the inclined pipe backflow area (16), the width dimension of the outer surface of the water distributor (19) is smaller than that of the outer surface of the bucket-type inclined plate sedimentation tank (3), and the water distributor (19) is fixedly connected with the bucket-type inclined plate sedimentation tank (3).
7. The industrial wastewater dosing tank of claim 1, wherein: the outer surface width size of cobblestone bed course (23) is less than the outer surface width size of gravity flow filter tank (4), cobblestone bed course (23) and gravity flow filter tank (4) fixed connection, the outer surface width size of quartz sand bed course (24) is less than the outer surface width size of gravity flow filter tank (4), quartz sand bed course (24) and gravity flow filter tank (4) fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021609282.2U CN212864395U (en) | 2020-08-05 | 2020-08-05 | Industrial wastewater dosing pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021609282.2U CN212864395U (en) | 2020-08-05 | 2020-08-05 | Industrial wastewater dosing pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212864395U true CN212864395U (en) | 2021-04-02 |
Family
ID=75219688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021609282.2U Active CN212864395U (en) | 2020-08-05 | 2020-08-05 | Industrial wastewater dosing pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212864395U (en) |
-
2020
- 2020-08-05 CN CN202021609282.2U patent/CN212864395U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109824186A (en) | Minerals sand, which is promoted, by negative pressure recycles high speed pellets pool process | |
| CN109626641A (en) | Ammonia nitrogen waste water processing system and ammonia nitrogen waste water treatment method | |
| CN205501073U (en) | Papermaking wastewater treatment system | |
| CN207227160U (en) | A kind of multi-functional sewage processing equipment | |
| CN211170214U (en) | Industrial wastewater integrated treatment equipment | |
| CN212864395U (en) | Industrial wastewater dosing pool | |
| CN205973977U (en) | Biological water treatment facilities of IBR | |
| CN210915719U (en) | Magnetic powder loading super-efficient separation wastewater treatment system | |
| CN217757087U (en) | Sewage treatment pool | |
| CN207918577U (en) | A kind of circular configuration water treatment facilities | |
| CN109748419A (en) | A kind of sewage-treating reactor | |
| CN209797614U (en) | Sewage treatment reactor | |
| CN205500992U (en) | Chemistry experiment room effluent treatment plant | |
| CN201124045Y (en) | Wastewater treating apparatus | |
| CN108083507A (en) | A kind of integrated form Water feeding treatment device and processing method | |
| RU2717786C1 (en) | Waste water treatment flotation plant | |
| CN210480920U (en) | Air floatation system with sludge backflow function | |
| CN209872475U (en) | Novel sewage adds medicine flocculation and precipitation reaction device | |
| CN112645487A (en) | Integrated treatment device for leaching sewage from heavy metal contaminated soil | |
| CN208218568U (en) | A kind of medical waste water processing unit | |
| CN208234719U (en) | A kind of sewage treatment plant proposes mark modernization system | |
| CN205999230U (en) | A kind of advanced nitrogen dephosphorization double layer filter system | |
| CN206143020U (en) | Glass fiber reinforced plastic oil separation tank | |
| CN206232581U (en) | Municipal sewage sludge processing system | |
| CN207158820U (en) | Chemical Manufacture reactant mixture decontaminates purifying box |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |