CN221344163U - Water treatment sedimentation equipment - Google Patents
Water treatment sedimentation equipment Download PDFInfo
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- CN221344163U CN221344163U CN202322766397.2U CN202322766397U CN221344163U CN 221344163 U CN221344163 U CN 221344163U CN 202322766397 U CN202322766397 U CN 202322766397U CN 221344163 U CN221344163 U CN 221344163U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 116
- 238000004062 sedimentation Methods 0.000 title claims abstract description 63
- 230000015271 coagulation Effects 0.000 claims abstract description 64
- 238000005345 coagulation Methods 0.000 claims abstract description 64
- 238000003756 stirring Methods 0.000 claims abstract description 38
- 238000001556 precipitation Methods 0.000 claims abstract description 14
- 238000000429 assembly Methods 0.000 claims abstract description 3
- 230000000712 assembly Effects 0.000 claims abstract description 3
- 238000006243 chemical reaction Methods 0.000 claims description 65
- 239000000701 coagulant Substances 0.000 claims description 64
- 238000002360 preparation method Methods 0.000 claims description 33
- 239000010865 sewage Substances 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 16
- 239000003814 drug Substances 0.000 abstract description 12
- 230000035484 reaction time Effects 0.000 abstract description 4
- 238000005189 flocculation Methods 0.000 abstract description 3
- 230000016615 flocculation Effects 0.000 abstract description 3
- 238000002156 mixing Methods 0.000 abstract description 2
- 239000000945 filler Substances 0.000 description 12
- 239000002245 particle Substances 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 239000013049 sediment Substances 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 229940037003 alum Drugs 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000000857 drug effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000007062 hydrolysis Effects 0.000 description 2
- 238000006460 hydrolysis reaction Methods 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000006068 polycondensation reaction Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses water treatment precipitation equipment, and belongs to the technical field of water treatment. The water treatment sedimentation equipment comprises a box body, wherein an inverted-truncated-cone-shaped efficient sedimentation area is formed in the box body, a water control assembly is arranged in the efficient sedimentation area, a coagulation area and a coagulation aiding area are arranged in the box body, the coagulation area, the coagulation aiding area and the efficient sedimentation area are sequentially communicated, and stirring assemblies are fixedly connected in the coagulation area and the coagulation aiding area; according to the utility model, the stirring rod is adopted for coagulation, so that the mixing of the medicament and the sewage is faster and more sufficient, the coagulation and flocculation effects are enhanced, the medicament is saved, the reaction time is shorter and more effective under the action of the stirring rod, and the treatment efficiency is improved.
Description
Technical Field
The utility model relates to the technical field of water treatment, in particular to water treatment precipitation equipment.
Background
A sedimentation tank is a device for removing suspended solid particles and sediment in water by letting water flow slowly, depositing solid material to the bottom and draining relatively clear water from above, the sedimentation tank working principle being based on gravity sedimentation, when water enters the sedimentation tank, the flow rate is slowed down, the solid particles settle down due to gravity, larger solid particles settle to the bottom, forming sediment, while smaller particles can be suspended in the water. Clear water is removed from the top or side of the settling tank and a flocculant is typically added to the water to accelerate the settling of particulates in the water.
In the prior art, when the flocculant is thrown into the sedimentation tank, the flocculant is always thrown into one position of the sedimentation tank in a one-time and concentrated manner, and a large amount of concentrated flocculant can be fully contacted and mixed with the wastewater for a long time, so that the treatment efficiency is affected.
Disclosure of utility model
The utility model aims to solve the problems that the flocculant and water are fully contacted and mixed for a long time and the treatment efficiency is affected in the prior art, and provides water treatment precipitation equipment.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The utility model provides a water treatment sedimentation equipment, includes the box, set up the high-efficient sedimentation zone that is the form of falling round platform in the box, be provided with accuse water subassembly in the high-efficient sedimentation zone, be provided with the coagulation zone in the box and help the congeal the district, coagulate the district and high-efficient sedimentation zone and be linked together in proper order, just coagulate the district and help equal fixedly connected with stirring subassembly in the congeal the district.
In order to facilitate coagulation, preferably, the coagulation area comprises a first dosing pump, and is fixedly connected to the box body, wherein a coagulant preparation area and a coagulation reaction area are fixedly connected to the box body, one end of the first dosing pump is communicated with the coagulant preparation area, the other end of the first dosing pump is communicated with the coagulation reaction area through a coagulant feeding pipe, and an equipment water inlet pipe is fixedly connected to the coagulation reaction area, and the coagulation reaction area is communicated with a coagulation assisting area.
In order to assist the coagulation of sewage, the coagulation assisting region comprises a second dosing pump which is fixedly connected to the box body, wherein the box body is fixedly connected with a coagulant aid preparation region and a coagulation assisting reaction region, one end of the second dosing pump is communicated with the coagulant aid preparation region, the other end of the second dosing pump is communicated with the coagulation assisting reaction region through a coagulant aid feeding pipe, a water passing hole is formed in the box body, and two ends of the water passing hole are respectively communicated with the coagulation assisting reaction region and the coagulation assisting reaction region; the sedimentation tank is characterized in that a sedimentation tank water inlet pipe is fixedly connected in the tank body, and two ends of the sedimentation tank water inlet pipe are respectively communicated with the coagulation-promoting reaction zone and the efficient sedimentation zone.
In order to accelerate the flocculation speed, further, the stirring assembly comprises a plurality of groups of stirring rods, wherein the stirring rods are respectively connected in the coagulant preparation area, the coagulant aid preparation area, the coagulation reaction area and the coagulant aid reaction area in a rotating manner, stirring blades are fixedly connected to the stirring rods, and a motor for driving the stirring rods to rotate is fixedly connected to the box body.
Furthermore, a plurality of groups of water passing holes are formed, the water passing holes are obliquely arranged, and two adjacent groups of water passing holes are alternately arranged.
Preferably, the efficient sedimentation area is internally fixedly connected with a triangular overflow weir, the efficient sedimentation area is fixedly connected with an equipment water outlet pipe, and one end of the equipment water outlet pipe is communicated with the output end of the triangular overflow weir.
Compared with the prior art, the utility model provides water treatment precipitation equipment, which has the following beneficial effects:
1. According to the water treatment precipitation equipment, the coagulant and coagulant aid adding proportion is respectively prepared in the coagulant preparation area and the coagulant aid preparation area, and then the mixed liquor is respectively conveyed into the coagulation reaction area and the coagulant aid preparation area to react with sewage, and stirring rods are rotationally connected in the coagulant aid preparation area and the coagulant aid preparation area, so that different medicaments can be fully mixed, the drug effect of the medicaments is improved, stirring rods are rotationally connected in the coagulation reaction area and the coagulant aid preparation area, the mixed liquor and the hydrolysis and polycondensation reactions can be completed under certain stirring conditions, and the mixed liquor and the coagulant aid preparation area are sequentially subjected to the coagulation reaction area and the coagulant aid reaction area, so that the reaction time is shorter and more effective under the action of the stirring rods, and the treatment efficiency is improved;
2. This water treatment sedimentation equipment is through setting up the water hole slope to be crisscross setting between the adjacent two sets of, can avoid cutout and cross flow, guide water conservancy flow direction improves the result of use.
The utility model uses stirring rod to coagulate, to make the mixture of agent and sewage faster and more sufficient, to improve the coagulation and flocculation effect, while save agent, with the stirring rod, the reaction time is shorter and more effective, and the treatment efficiency is improved.
Drawings
FIG. 1 is a schematic diagram of a water treatment precipitation apparatus according to the present utility model;
FIG. 2 is a schematic diagram of a water treatment precipitation apparatus according to the present utility model;
FIG. 3 is a schematic diagram of a water treatment precipitation apparatus according to the present utility model;
FIG. 4 is a schematic diagram of a water passing hole of a water treatment precipitation device according to the present utility model;
Fig. 5 is a schematic structural diagram of a pipe chute filler for a water treatment precipitation device according to the present utility model.
In the figure: 1. a case; 101. a coagulant preparation zone; 102. a coagulant aid preparation area; 103. a coagulation reaction zone; 104. a coagulation-aiding reaction zone; 105. a high-efficiency sedimentation zone; 106. a static pressure mud pipe; 107. a device water inlet pipe; 108. a water outlet pipe of the equipment; 109. a water passing hole; 2. a vortex center reaction cylinder; 201. a conical plate; 202. a dispersion channel; 3. a fin-type grid plate; 301. inclined tube filler; 4. triangular overflow weir; 5. a water inlet pipe of the sedimentation tank; 501. bending the pipe; 6. a stirring rod; 601. a motor; 602. stirring blades; 7. a first dosing pump; 701. a coagulant feeding pipe; 8. a second dosing pump; 801. coagulant aid advances the pencil.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Embodiment one:
Referring to fig. 1-4, a water treatment sedimentation device comprises a box body 1, a high-efficiency sedimentation zone 105 in the shape of an inverted circular truncated cone is formed in the box body 1, a static pressure sludge discharge pipe 106 is fixedly connected to the bottom of the high-efficiency sedimentation zone 105, sediment in the high-efficiency sedimentation zone 105 is conveniently discharged, the sediment is prevented from being accumulated in the high-efficiency sedimentation zone 105 for a long time, anaerobic fermentation can be generated if the sediment is not timely discharged, the sludge floats upwards, normal operation of the high-efficiency sedimentation zone 105 is destroyed, water quality is deteriorated, the use is influenced, a water control assembly is arranged in the high-efficiency sedimentation zone 105, uniform water distribution and water collection can be realized, the sedimentation effect is improved, a coagulation zone and a coagulation aiding zone are arranged in the box body 1, the coagulation aiding zone 105 and the high-efficiency sedimentation zone 105 are sequentially communicated, stirring assemblies are fixedly connected in the coagulation zone and the coagulation aiding zone, the reagent and the sewage can be fully contacted and mixed, the sedimentation effect of solid particles in water is improved, and the water treatment efficiency is improved.
When the coagulant is used, the coagulant and coagulant aid adding proportion is respectively prepared in the coagulant preparation area 101 and the coagulant aid preparation area 102, and then the coagulant and coagulant aid adding proportion is respectively conveyed into the coagulation reaction area 103 and the coagulant aid reaction area 104 to react with sewage, and the stirring rod 6 is rotationally connected in the coagulant aid preparation area 101 and the coagulant aid preparation area 102, so that different medicaments can be fully mixed, the drug effect of the medicaments is improved, the stirring rod 6 is rotationally connected in the coagulation reaction area 103 and the coagulant aid reaction area 104, the coagulant aid and the sewage can fully contact and react, the mixing, hydrolysis and polycondensation reactions are completed under certain stirring conditions, and the coagulation reaction area 103 and the coagulant aid reaction area 104 are sequentially subjected to shorter and more effective reaction time under the action of the stirring rod 6, and the treatment efficiency is improved.
Referring to fig. 1-4, here we design the coagulation zone as: the first dosing pump 7 is fixedly connected to the box body 1, the coagulant preparation area 101 and the coagulation reaction area 103 are fixedly connected to the box body 1, one end of the first dosing pump 7 is communicated with the coagulant preparation area 101, the other end of the first dosing pump 7 is communicated with the coagulation reaction area 103 through a coagulant feeding pipe 701, the coagulation reaction area 103 is fixedly connected with the equipment water inlet pipe 107, and when in use, the prepared medicament in the coagulant preparation area 101 can be conveyed into the coagulation reaction area 103 to be mixed and reacted with sewage entering from the equipment water inlet pipe 107; also here we design the coagulation-promoting zone as: the second dosing pump 8 is fixedly connected to the box body 1, the coagulant aid preparation area 102 and the coagulant aid reaction area 104 are fixedly connected to the box body 1, one end of the second dosing pump 8 is communicated with the coagulant aid preparation area 102, the other end of the second dosing pump 8 is communicated with the coagulant aid reaction area 104 through the coagulant aid feeding pipe 801, the box body 1 is provided with the water passing hole 109, two ends of the water passing hole 109 are respectively communicated with the coagulation aid reaction area 103 and the coagulant aid reaction area 104, when the coagulant aid is used, the second dosing pump 8 extracts a medicament from the coagulant aid preparation area 102 and then conveys the medicament into the coagulant aid reaction area 104, sewage after being treated in the coagulation aid reaction area 103, the sewage can enter the coagulant aid reaction area 104 from the water passing hole 109 to contact and mix again, and the dissolving effect of the flocculant and the sewage can be improved. The sedimentation tank water inlet pipe 5 is fixedly connected in the tank body 1, two ends of the sedimentation tank water inlet pipe 5 are respectively communicated with the coagulation-aiding reaction zone 104 and the high-efficiency sedimentation zone 105, and finally water in the coagulation-aiding reaction zone 104 can enter the high-efficiency sedimentation zone 105 through the sedimentation tank water inlet pipe 5 to be sedimented, so that high-efficiency sedimentation is realized, and the treatment efficiency is improved.
Referring to fig. 1-3, here we design the stirring assembly as per practical use: the four groups of stirring rods 6 are adopted, four groups of stirring rods 6 are selected according to the implementation conditions, the four groups of stirring rods 6 are respectively and rotatably connected in a coagulant preparation area 101, a coagulant aid preparation area 102, a coagulation reaction area 103 and a coagulation aid reaction area 104, when the stirring rod is used, on one hand, different medicaments can be fully mixed, the effect of the medicaments is improved, on the other hand, the medicaments and water can be fully mixed and subjected to contact reaction, the water treatment speed is improved, stirring blades 602 are fixedly connected to the four groups of stirring rods 6, a motor 601 for driving the four groups of stirring rods 6 to rotate is fixedly connected to the box body 1, the four groups of stirring rods 6 can be simultaneously driven to rotate and stir by adopting one group of motors 601, and each stirring rod 6 can be independently provided with one group of motors 601 according to the actual use conditions, so that each area can work independently, and the use effect is improved.
Referring to fig. 4, a plurality of groups of water holes 109 are formed, the axes of the water holes 109 are inclined, and further, two adjacent groups of water holes 109 are staggered, namely, one group of water holes 109 are vertically arranged at one end of the water holes 109 in the coagulation reaction zone 103, two groups of water holes 109 are connected vertically, one group of axes are inclined downwards, and the other group of water holes are inclined upwards, so that flow interruption and cross flow can be avoided, the hydraulic flow direction is guided, and the use effect is improved.
Referring to fig. 2, a triangular overflow weir 4 is fixedly connected in the efficient sedimentation area 105, a device water outlet pipe 108 is fixedly connected to the efficient sedimentation area 105, one end of the device water outlet pipe 108 is communicated with the output end of the triangular overflow weir 4, and the precipitated water flows out of the triangular overflow weir 4 and then flows out of the tank 1 through the device water outlet pipe 108, so that the water treatment effect can be improved when the water treatment device is used.
Embodiment two:
Referring to fig. 2 and 5, on the basis of the first embodiment, in order to achieve uniform water distribution and water collection and avoid the problems of short flow and the like, a novel water distribution and collection device for a sedimentation tank is provided, a supporting plate for supporting a wing-type grid plate 3 is fixedly connected to the inner wall of a high-efficiency sedimentation area 105, the wing-type grid plate 3 is placed in the high-efficiency sedimentation area 105, the bottom of the wing-type grid plate 3 is propped against the top of the supporting plate, an eddy current central reaction cylinder 2 is fixedly connected to the wing-type grid plate 3, one end of a water inlet pipe 5 of the sedimentation tank is communicated with the eddy current central reaction cylinder 2, the axis of the eddy current central reaction cylinder 2 is vertical to the top surface of a box body 1, the top of the eddy current central reaction cylinder 2 is higher than the top of a triangular overflow weir 4, and a diagonal pipe filler 301 is arranged in the high-efficiency sedimentation area 105, the water enters the vortex center reaction cylinder 2 from the water inlet pipe 5 of the sedimentation tank, after coagulation and coagulation assistance, fixed particles in the water lose the original stability, the particles are mutually coagulated, larger alum flowers are formed to flow from top to bottom under the uniform water receiving and water distribution effect of the vortex center reaction cylinder 2, the larger alum flowers are further flocculated into larger flocs through the reflection of the bottom conical plate 201, then the sewage is uniformly distributed through the bottom wing type grid plate 3, the sewage is guided along the meshes and the aperture of the inclined tube filler 301, the flow direction of the water and the retention time of the water can be further increased, the sewage is equivalent to twice the sedimentation time and twice the hydraulic flow direction under the same condition, the sedimentation effect is further enhanced, the sludge flows to the bottom of the tank through the flow channel of the inclined tube filler 301 and the meshes of the wing type grid plate 3 below, the clean water is uniformly collected along the flow channel of the inclined tube filler 301 and the grids of the wing-type grid plate 3 above, and finally discharged after reaching the standard through the water collection of the triangular overflow weir 4, thereby achieving the purpose of further optimizing the water quality.
When the sewage treatment device is used, fixed particles in water of the sewage subjected to coagulation and coagulation-assisted treatment lose original stability, the fixed particles are mutually coagulated, larger alum flowers are formed to flow from top to bottom through the vortex central reaction cylinder 2, the water collection and water distribution effects are uniform, the larger alum flowers can be formed to further flocculate into larger flocs through reflection of the bottom conical plate 201, then the sewage can be split along the meshes and the apertures of the inclined tube filler 301 through uniform water distribution of the bottom wing type mesh plate 3, the flow direction of the water and the retention time of the water are further increased, the sewage is equivalent to twice the time and twice the hydraulic flow direction of the water which are precipitated under the same condition, the precipitation effect is further enhanced, and the sludge flows to the bottom of the tank through the flow channel of the inclined tube filler 301 and the meshes of the wing type mesh plate 3 below, so that the precipitation effect is improved.
Referring to fig. 2 and 5, two groups of fin type grid plates 3 are arranged, the top and the bottom of the inclined tube filler 301 are respectively propped against the two groups of fin type grid plates 3, so that the position of the inclined tube filler 301 can be ensured, the flow distribution and diversion effects can be realized, the aperture and the direction of the fin type grid plates 3 are consistent with those of the inclined tube filler 301, the uniformity can be realized, the sludge accumulation in the fin type grid plates 3 or the inclined tube filler 301 is reduced, the blockage is caused, and the using effect is influenced. Moreover, the cross section of the inclined tube packing 301 is honeycomb, so that on one hand, the strength of the pipeline can be increased, the service life of the pipeline can be prolonged, and on the other hand, under the same pipeline size, the honeycomb pipeline can provide a larger flow area, and therefore liquid or gas can be effectively transmitted.
Referring to fig. 2, an elbow 501 is fixedly connected in the vortex center reaction cylinder 2 extending from one end of the sedimentation tank water inlet pipe 5, and the opening end of the elbow 501 faces the top of the vortex center reaction cylinder 2, so that water can be sprayed around the elbow 501 and uniformly dispersed in the vortex center reaction cylinder 2, and downward impact of the water is reduced.
Referring to fig. 2, a tapered plate 201 is fixedly connected to the bottom of the vortex center reaction cylinder 2, and a plurality of groups of dispersing channels 202 are uniformly formed above the tapered plate 201 at the inner bottom of the vortex center reaction cylinder 2, so that water in the vortex center reaction cylinder 2 flows to the outside.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (4)
1. The water treatment sedimentation equipment comprises a box body (1), and is characterized in that a high-efficiency sedimentation area (105) in the shape of an inverted circular truncated cone is arranged in the box body (1), a water control assembly is arranged in the high-efficiency sedimentation area (105), a coagulation area and a coagulation aiding area are arranged in the box body (1), the coagulation area, the coagulation aiding area and the high-efficiency sedimentation area (105) are sequentially communicated, and stirring assemblies are fixedly connected in the coagulation area and the coagulation aiding area;
The coagulation zone comprises
A first dosing pump (7) fixedly connected to the box body (1),
The device comprises a box body (1), a coagulant preparation area (101) and a coagulation reaction area (103) are fixedly connected to the box body (1), one end of a first dosing pump (7) is communicated with the coagulant preparation area (101), the other end of the first dosing pump (7) is communicated with the coagulation reaction area (103) through a coagulant feeding pipe (701), an equipment water inlet pipe (107) is fixedly connected to the coagulation reaction area (103), and the coagulation reaction area (103) is communicated with a coagulation assisting area;
The coagulation-promoting region comprises
A second dosing pump (8) fixedly connected to the box body (1),
The device comprises a box body (1), a coagulant aid preparation area (102) and a coagulant aid reaction area (104) are fixedly connected to the box body (1), one end of a second dosing pump (8) is communicated with the coagulant aid preparation area (102), the other end of the second dosing pump (8) is communicated with the coagulant aid reaction area (104) through a coagulant aid feeding pipe (801), water passing holes (109) are formed in the box body (1), and two ends of each water passing hole (109) are respectively communicated with the coagulation aid reaction area (103) and the coagulant aid reaction area (104);
The sedimentation tank is characterized in that a sedimentation tank water inlet pipe (5) is fixedly connected in the tank body (1), and two ends of the sedimentation tank water inlet pipe (5) are respectively communicated with the coagulation-promoting reaction zone (104) and the efficient sedimentation zone (105).
2. A water treatment precipitation device according to claim 1, wherein said stirring assembly comprises
A plurality of groups of stirring rods (6),
Wherein, multiunit puddler (6) rotate respectively to be connected in coagulant preparation district (101), coagulant aid preparation district (102), coagulation reaction district (103) and coagulant aid reaction district (104), multiunit all fixedly connected with stirring vane (602) on puddler (6), just fixedly connected with is used for driving puddler (6) pivoted motor (601) on box (1).
3. A water treatment precipitation device according to claim 2, wherein a plurality of groups of water passing holes (109) are formed, a plurality of groups of water passing holes (109) are obliquely arranged, and two adjacent groups of water passing holes (109) are alternately arranged.
4. The water treatment sedimentation device according to claim 1, wherein a triangular overflow weir (4) is fixedly connected in the efficient sedimentation area (105), a device water outlet pipe (108) is fixedly connected on the efficient sedimentation area (105), and one end of the device water outlet pipe (108) is communicated with the output end of the triangular overflow weir (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322766397.2U CN221344163U (en) | 2023-10-16 | 2023-10-16 | Water treatment sedimentation equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322766397.2U CN221344163U (en) | 2023-10-16 | 2023-10-16 | Water treatment sedimentation equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221344163U true CN221344163U (en) | 2024-07-16 |
Family
ID=91848594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322766397.2U Active CN221344163U (en) | 2023-10-16 | 2023-10-16 | Water treatment sedimentation equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221344163U (en) |
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2023
- 2023-10-16 CN CN202322766397.2U patent/CN221344163U/en active Active
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