CN220530963U - Multistage supergravity equipment for treating ammonia nitrogen wastewater - Google Patents
Multistage supergravity equipment for treating ammonia nitrogen wastewater Download PDFInfo
- Publication number
- CN220530963U CN220530963U CN202322075770.XU CN202322075770U CN220530963U CN 220530963 U CN220530963 U CN 220530963U CN 202322075770 U CN202322075770 U CN 202322075770U CN 220530963 U CN220530963 U CN 220530963U
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- CN
- China
- Prior art keywords
- treatment
- ammonia nitrogen
- supergravity
- nitrogen wastewater
- base station
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- 239000002351 wastewater Substances 0.000 title claims abstract description 23
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 title claims abstract description 20
- 238000004062 sedimentation Methods 0.000 claims abstract description 34
- 238000001556 precipitation Methods 0.000 claims abstract description 20
- 230000000712 assembly Effects 0.000 claims abstract description 12
- 238000000429 assembly Methods 0.000 claims abstract description 12
- 238000007599 discharging Methods 0.000 claims description 10
- 239000005341 toughened glass Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract description 14
- 239000002245 particle Substances 0.000 abstract description 13
- 239000007787 solid Substances 0.000 abstract description 6
- 238000004140 cleaning Methods 0.000 abstract description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000009825 accumulation Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000007547 defect Effects 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
- 230000001376 precipitating effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- Physical Water Treatments (AREA)
Abstract
The utility model relates to the technical field of wastewater treatment, in particular to multi-stage supergravity equipment for treating ammonia nitrogen wastewater, which comprises a base station, wherein a plurality of groups of supergravity treatment assemblies are arranged at the top of the base station, a plurality of groups of sedimentation assemblies for connecting the plurality of groups of supergravity treatment assemblies are arranged at the top of the base station, each sedimentation assembly comprises a sedimentation tank fixedly arranged at the top of the base station, and a feeding pipe connected with a discharge port of each supergravity treatment assembly is fixedly arranged at the bottom of each sedimentation tank. The utility model has the advantages that: through setting up precipitation subassembly, both can separate suspended solid and suspended particle and liquid to can reduce the treatment pressure of supergravity treatment subassembly, effectively improve the treatment effeciency to waste water, utilize liquid can make the filter screen produce deformation simultaneously, make the mesh of filter screen can carry out self-cleaning, further improve the treatment effeciency of equipment, and can open solenoid valve door with suspended solid and suspended particle discharge.
Description
Technical Field
The utility model relates to the technical field of wastewater treatment, in particular to multistage supergravity equipment for treating ammonia nitrogen wastewater.
Background
The multi-stage supergravity equipment is generally composed of a plurality of cylindrical or conical containers, each container is internally provided with a separating medium, the wastewater enters from the upper part or the side part of the equipment and is subjected to continuous treatment by the containers, and finally, two parts of solid and liquid are separated.
However, in actual use, as the initial ammonia nitrogen wastewater contains more suspended matters and suspended particles, the initial ammonia nitrogen wastewater is directly discharged into the subsequent supergravity equipment after passing through the first-stage supergravity equipment, so that the equipment treatment pressure is high, the equipment treatment efficiency is reduced, and the working progress is slowed down.
Therefore, it is highly desirable to provide a multi-stage supergravity device for treating ammonia nitrogen wastewater to solve the above problems.
Disclosure of Invention
The object of the present utility model is to solve at least one of the technical drawbacks.
The utility model aims to overcome the defects of the prior art, solve the problems in the background art and provide multistage supergravity equipment for treating ammonia nitrogen wastewater.
The aim of the utility model is achieved by the following technical scheme: the multistage hypergravity equipment for treating ammonia nitrogen wastewater comprises a base station, wherein a plurality of groups of hypergravity treatment assemblies are arranged at the top of the base station, and a plurality of groups of sedimentation assemblies used for connecting the plurality of groups of hypergravity treatment assemblies are arranged at the top of the base station;
the sedimentation assembly comprises a sedimentation tank fixedly mounted at the top of the base, a feeding pipe connected with a discharge port of the hypergravity treatment assembly is fixedly mounted at the bottom of the sedimentation tank, a discharging pipe connected with a feed port of the hypergravity treatment assembly is fixedly mounted at the top of the sedimentation tank, a discharging pipe is fixedly arranged at one side, close to the bottom, of the sedimentation tank, and a filter screen is fixedly mounted in the sedimentation tank.
Preferably, a conical material collecting block is fixedly arranged on the bottom surface inside the precipitation tank, a jack is formed in the center of the conical material collecting block, and one end of the feed pipe is inserted into the jack.
By adopting the technical scheme, the suspended matters and suspended particles can be promoted to be accumulated together, and the suspended matters and suspended particles can be discharged conveniently.
Preferably, an observation port is formed in the position, close to the bottom, of the outer surface of the precipitation tank, and toughened glass is fixedly arranged in the observation port.
By adopting the technical scheme, workers can conveniently observe the accumulation condition of suspended matters and suspended particles in the precipitation tank.
Preferably, one end of the discharge pipe is fixedly provided with an electromagnetic valve, and the feed pipe, the discharge pipe and the discharge pipe are all communicated with the inside of the precipitation tank.
By adopting the technical scheme, the waste material discharge can be automatically controlled.
Preferably, the feed pipe is fixedly installed with the precipitation tank and the hypergravity treatment component through bolts.
By adopting the technical scheme, how the feeding pipe is assembled with the sedimentation tank and the hypergravity treatment component is introduced.
Preferably, the filter screen is mounted inside the precipitation tank by a detachable assembly.
Through adopting above-mentioned technical scheme, can be convenient for dismantle the change to the filter screen.
Compared with the prior art, the utility model has the following advantages:
this handle multistage hypergravity equipment of ammonia nitrogen waste water through setting up precipitation subassembly, both can separate suspended solid and suspended particle and liquid to can reduce the treatment pressure of hypergravity treatment subassembly, effectively improve the treatment effeciency to waste water, utilize liquid can make the filter screen produce deformation simultaneously, make the mesh of filter screen can carry out self-cleaning, further improve the treatment effeciency of equipment, and through utilizing the viewing aperture that has toughened glass, the staff of being convenient for observes the piling up condition of suspended solid and suspended particle in the precipitation tank, thereby can in time open solenoid valve door with suspended solid and suspended particle discharge.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings that are necessary for the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model and that other drawings can be obtained according to these drawings without inventive faculty for a person skilled in the art.
FIG. 1 is a schematic view of a first view of the present utility model;
FIG. 2 is a schematic diagram of a second view of the present utility model;
FIG. 3 is a schematic diagram of a sedimentation assembly according to the present utility model;
FIG. 4 is a diagram showing the state of the filter screen when the liquid is not injected;
FIG. 5 is a state diagram of the filter screen of the present utility model when liquid is injected;
fig. 6 is a state diagram of the filter screen when the liquid pressure is increased.
In the figure: 1. a base station; 2. a supergravity processing component; 3. a precipitation assembly; 301. a precipitation tank; 302. a feed pipe; 303. a discharge pipe; 304. a discharge pipe; 305. a filter screen; 306. a conical collecting block; 307. an observation port; 308. an electromagnetic valve.
Detailed Description
Additional aspects and advantages of the utility model will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model.
As shown in fig. 1-6, a multi-stage hypergravity device for treating ammonia nitrogen wastewater comprises a base station 1, wherein a plurality of groups of hypergravity treatment assemblies 2 are arranged at the top of the base station 1, and a plurality of groups of sedimentation assemblies 3 for connecting the plurality of groups of hypergravity treatment assemblies 2 are arranged at the top of the base station 1;
the sedimentation assembly 3 comprises a sedimentation tank 301 fixedly arranged at the top of the base 1, a feeding pipe 302 connected with a discharge hole of the hypergravity treatment assembly 2 is fixedly arranged at the bottom of the sedimentation tank 301, the feeding pipe 302 is fixedly arranged with the sedimentation tank 301 and the hypergravity treatment assembly 2 through bolts, a discharging pipe 303 connected with the feed hole of the hypergravity treatment assembly 2 is fixedly arranged at the top of the sedimentation tank 301, a discharging pipe 304 is fixedly arranged at one side of the sedimentation tank 301 close to the bottom, an electromagnetic valve 308 is fixedly arranged at one end of the discharging pipe 304, the feeding pipe 302, the discharging pipe 303 and the discharging pipe 304 are communicated with the interior of the sedimentation tank 301, a filter screen 305 is fixedly arranged in the interior of the sedimentation tank 301, the filter screen 305 is arranged in the interior of the sedimentation tank 301 through a detachable assembly, a conical collecting block 306 is fixedly arranged at the bottom surface of the sedimentation tank 301, a jack is formed in the center of the conical collecting block 306, one end of the feeding pipe 302 is inserted into the jack, an observation port 307 is formed at the position of the outer surface of the sedimentation tank 301 close to the bottom, toughened glass is fixedly arranged in the interior of the observation port 307, and workers can conveniently observe suspended matters and suspended matters in the sedimentation tank 301 can be discharged through the electromagnetic valve 308.
The working process of the utility model is as follows:
s1, when the high gravity treatment assembly 2 is used, ammonia nitrogen wastewater subjected to high gravity treatment can be discharged into the precipitation tank 301 through the feed pipe 302;
s2, as shown in fig. 4, 5 and 6, the suspended matters and suspended particles are separated from the liquid by the filter screen 305, when ammonia nitrogen wastewater is injected into the precipitation tank 301, the pressure of the liquid can cause the filter screen 305 to deform, and at the moment, meshes of the filter screen 305 deform;
s3, discharging the filtered liquid into the lower-stage hypergravity treatment assembly 2 through a discharging pipe 303, and simultaneously automatically precipitating impurities in the liquid in the precipitation tank 301;
s4, as shown in FIG. 4, FIG. 5 and FIG. 6, when the ammonia nitrogen wastewater stops being injected into the precipitation tank 301, the pressure of the liquid gradually disappears, the liquid on the upper layer of the precipitation tank 301 can promote the filter screen 305 to gradually recover the original shape, the filter screen 305 is backflushed, at the moment, the meshes of the filter screen 305 are deformed again, and when the meshes are deformed again, impurities in the meshes are extruded out of the filter screen 305, so that the meshes of the filter screen 305 can be cleaned automatically;
s5, by using the observation port 307 with toughened glass, workers can observe the accumulation condition of suspended matters and suspended particles in the precipitation tank 301 conveniently, and the suspended matters and the suspended particles can be promoted to be accumulated together by using the conical collecting block 306, so that the suspended matters and the suspended particles can be discharged by opening the electromagnetic valve 308.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.
Claims (6)
1. A multistage supergravity equipment for treating ammonia nitrogen wastewater is characterized in that: the device comprises a base station (1), wherein a plurality of groups of hypergravity treatment assemblies (2) are arranged at the top of the base station (1), and a plurality of groups of sedimentation assemblies (3) used for connecting the plurality of groups of hypergravity treatment assemblies (2) are arranged at the top of the base station (1);
sedimentation subassembly (3) are including fixed mounting in sedimentation tank (301) at base (1) top, sedimentation tank (301)'s bottom fixed mounting have with feed pipe (302) that hypergravity treatment subassembly (2) discharge gate is connected, sedimentation tank (301)'s top fixed mounting have with discharging pipe (303) that hypergravity treatment subassembly (2) feed inlet is connected, sedimentation tank (301) are close to one side of bottom fixed be equipped with row material pipe (304), sedimentation tank (301)'s inside fixed mounting has filter screen (305).
2. The multi-stage supergravity equipment for treating ammonia nitrogen wastewater according to claim 1, wherein: the bottom surface inside the precipitation tank (301) is fixedly provided with a conical collecting block (306), a jack is formed in the center of the conical collecting block (306), and one end of the feeding pipe (302) is inserted into the jack.
3. The multi-stage supergravity equipment for treating ammonia nitrogen wastewater according to claim 1, wherein: an observation port (307) is formed in the position, close to the bottom, of the outer surface of the precipitation tank (301), and toughened glass is fixedly arranged in the observation port (307).
4. The multi-stage supergravity equipment for treating ammonia nitrogen wastewater according to claim 1, wherein: one end of the discharge pipe (304) is fixedly provided with an electromagnetic valve (308), and the feed pipe (302), the discharge pipe (303) and the discharge pipe (304) are communicated with the interior of the precipitation tank (301).
5. The multi-stage supergravity equipment for treating ammonia nitrogen wastewater according to claim 1, wherein: the feeding pipe (302) is fixedly installed with the sedimentation tank (301) and the hypergravity treatment component (2) through bolts.
6. The multi-stage supergravity equipment for treating ammonia nitrogen wastewater according to claim 1, wherein: the filter screen (305) is mounted inside the settling tank (301) by a detachable assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322075770.XU CN220530963U (en) | 2023-08-03 | 2023-08-03 | Multistage supergravity equipment for treating ammonia nitrogen wastewater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322075770.XU CN220530963U (en) | 2023-08-03 | 2023-08-03 | Multistage supergravity equipment for treating ammonia nitrogen wastewater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220530963U true CN220530963U (en) | 2024-02-27 |
Family
ID=89960545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322075770.XU Active CN220530963U (en) | 2023-08-03 | 2023-08-03 | Multistage supergravity equipment for treating ammonia nitrogen wastewater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220530963U (en) |
-
2023
- 2023-08-03 CN CN202322075770.XU patent/CN220530963U/en active Active
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