Sewage flocculating settling device

The design of the flocculant discharging mechanism and the float mechanism solves the problems of uneven flocculant addition and pipe blockage in the sewage pool, achieves uniform spraying and rapid sedimentation of the flocculant, and improves the flocculation effect and efficiency.

CN223372869UActive Publication Date: 2025-09-23ANHUI LIHE WATER CO LTD
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Patent Information

Application Number
CN202422349045.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-24
Publication Date
2025-09-23
Estimated Expiration
2034-09-24

AI Technical Summary

Technical Problem

In the prior art, the flocculant is added to the sewage pool in a manner that prevents the flocculant from effectively acting on the lower sewage layer, and the pumping pipeline is easily clogged, thereby affecting the flocculation effect and efficiency.

Method used

The flocculant discharge mechanism is adopted, including an annular diverter pipe and a float mechanism. The float lifting and air pump control ensure that the flocculant is evenly sprayed into the sewage and avoid blockage of the pumping pipeline.

Benefits of technology

The flocculant is evenly dispersed in the sewage, the flocculation and sedimentation efficiency is improved, the pipe blockage is reduced, and the flocculation effect and sedimentation speed are improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a sewage flocculating settling device which comprises a flocculating agent discharging mechanism, the flocculating agent discharging mechanism comprises a plurality of flocculating agent discharging assemblies which are vertically arranged at intervals, each flocculating agent discharging assembly comprises an annular flow dividing pipe, and the annular flow dividing pipes are communicated with a plurality of material spraying components used for spraying flocculating agents; the sewage flocculating settling device further comprises a floating ball mechanism for lifting the flocculating agent discharging mechanism; each floating ball mechanism comprises a floating ball with the adjustable size, and the bottom of each floating ball is fixedly connected with a traction rod. The traction rod is fixedly connected to the flocculating agent discharging mechanism; the top of the floating ball is communicated with an air inlet nozzle pipe, and the air inlet nozzle pipe is communicated to an air pump. According to the device structure, after the size of the floating ball is increased, buoyancy is increased, the whole device moves upwards and gets rid of constraint of sludge burying, and the technical defect that in the process of pumping a settling agent at the bottom of a sewage pool, a material pumping pipeline is seriously blocked is overcome.
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Description

Technical Field

[0001] The utility model belongs to the technical field of sewage flocculation treatment, in particular to a sewage flocculation sedimentation device. Background Art

[0002] Sewage, especially wastewater generated by industrial production, contains a large amount of highly polluting substances, including organic matter.

[0003] Organic matter in wastewater is flocculated and settled to produce organic sludge. This organic sludge undergoes subsequent environmentally friendly treatment, such as heat treatment, to produce recycled activated carbon for industrial production. Flocculation and sedimentation significantly reduce the organic matter content in wastewater, improving its cleanliness and clarity.

[0004] During the flocculation and sedimentation process, flocculants are added to the sewage. The more conventional way of adding materials is to add materials from the pool mouth. However, after adding materials from the pool mouth, a large amount of settled materials are easily suspended in the sewage (it takes a long time for the flocculant to fully react with the sewage at the bottom of the sewage pool, that is, the sewage pool is severely stratified, and the upper part of the sewage settles to produce a sedimentation suspended layer, resulting in the lower sewage being unable to fully settle), resulting in the flocculant being unable to effectively act on the lower sewage.

[0005] Therefore, in the actual working process, a pipe for pumping flocculants is installed at the bottom of the sewage pool. However, as the flocculated sediment increases, the pipe for pumping flocculants is easily buried and blocked, which makes it impossible for the flocculants to be discharged from the blocked pipe position.

[0006] Although filters are installed at the discharge port of the pipeline, the flocculated sedimentation materials, especially the mud with high viscosity, are very likely to clog the filters, which still makes it impossible to effectively pump the flocculant. Utility Model Content

[0007] Based on the above background, the purpose of this utility model is to provide a sewage flocculation and sedimentation device.

[0008] In order to achieve the above objectives, the present invention adopts the following technical solutions:

[0009] A sewage flocculation and sedimentation device includes a flocculant discharge mechanism, the flocculant discharge mechanism includes a plurality of flocculant discharge assemblies spaced apart from each other, the flocculant discharge assemblies each including an annular diverter pipe, the annular diverter pipe being connected to a plurality of spraying components for spraying flocculants;

[0010] The sewage flocculation and sedimentation device also includes a float mechanism for raising and lowering the flocculant discharge mechanism;

[0011] The float mechanism includes a float with adjustable size, and the bottom of the float is fixedly connected to a pulling rod;

[0012] The pulling rod is fixedly connected to the flocculant discharging mechanism;

[0013] The top of the float is connected to an air inlet nozzle pipe, and the air inlet nozzle pipe is connected to an air pump.

[0014] Preferably, the annular diverter pipes are connected via a plurality of connecting pipe structures;

[0015] The connecting pipe structure includes a connecting pipe, and the connecting pipe is connected to the annular diversion pipe through a plurality of side pipes;

[0016] The connecting pipe is connected with a pump flocculant pipe.

[0017] Preferably, the diameter portion of the annular diverter pipe is fixedly connected to an inner connecting seat;

[0018] A penetrating connecting rod is fixedly connected between the inner connecting seats.

[0019] Preferably, the pulling rod is fixedly connected to the top position of the inner connecting seat.

[0020] Preferably, the spraying component includes a straight diversion pipe connected to the annular diversion pipe, the straight diversion pipe is connected to a plurality of annular spraying pipes, and the annular spraying pipe is connected to a plurality of nozzles.

[0021] Preferably, the annular spraying pipe and the diversion straight pipe are connected through a diameter pipe at a diameter position.

[0022] Preferably, the sewage flocculation and sedimentation device further includes a retaining cage mechanism;

[0023] The flocculant discharging mechanism is located in the retaining cage mechanism, and the flocculated and settled dirt is blocked by the retaining cage mechanism.

[0024] Preferably, the retaining cage mechanism comprises a base fixedly mounted on the bottom of the flocculation tank, and a mesh retaining cage is fixedly connected to the top of the base;

[0025] The mesh baffle covers the coagulant discharging mechanism.

[0026] Preferably, a central guide rail rod is slidably connected to the central portion of the inner connecting seat, and the central guide rail rod is fixedly connected to the base;

[0027] The pulling rod passes through the top of the mesh-shaped barrier cover, and the pulling rod is slidably connected to the mesh-shaped barrier cover.

[0028] The utility model has the following beneficial effects:

[0029] 1. During operation, the flocculant is pumped from the flexible connecting pipe into the pump flocculant pipe, and then diverted to each annular diversion pipe, and then diverted to each annular spray pipe. After that, it is diverted from the annular spray pipe position and sprayed from each nozzle. This method sprays the sedimentation agent into the sewage in different directions, thereby increasing the dispersion speed of the flocculant in the sewage, thereby accelerating the flocculation sedimentation time and the flocculation effect.

[0030] 2. During operation, the air inlet nozzle is connected to the air pump via a flexible hose. When the air pump is turned on, the volume of the float increases, and so does the buoyancy. This increased buoyancy allows the entire device to move upward and free itself from the buried sludge, resolving the technical issue of severe blockage in the pumping line when pumping settlers from the bottom of the sewage pool. This increased buoyancy also shifts the flocculant spray position, allowing the device to be sprayed at varying heights within the sewage. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying any creative work.

[0032] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the present utility model;

[0033] Figure 2 This is a structural diagram of the flocculant discharging mechanism in an embodiment of the present utility model;

[0034] Figure 3 This is a schematic structural diagram of the spraying component in the embodiment of the utility model;

[0035] Figure 4 This is a schematic structural diagram of the annular diverter pipe connected to the nozzle in an embodiment of the present utility model;

[0036] Figure 5 For the embodiment of the utility model Figure 2 Front view of the .

[0037] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0038] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0039] It should be noted that all directional indications (such as up, down, left, right, front, back, etc.) in the embodiments of the present invention are only used to explain the relative position relationship, movement status, etc. between the various components under a certain specific posture (as shown in the accompanying drawings). If the specific posture changes, the directional indication will also change accordingly.

[0040] In addition, in this utility model, the descriptions of "first" and "second" are for descriptive purposes only and should not be understood as indicating or implying their relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features specified as "first" and "second" may explicitly or implicitly include at least one of such features. In addition, the technical solutions between the various embodiments can be combined with each other, but this must be based on the fact that they can be implemented by ordinary technicians in this field. When the combination of technical solutions is mutually contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by this utility model.

[0041] Example 1

[0042] like Figure 1-5 As shown, a sewage flocculation and sedimentation device includes a flocculant discharge mechanism, which includes a plurality of flocculant discharge components spaced apart from each other. The flocculant discharge components each include an annular diverter pipe 31, and the annular diverter pipe 31 is connected to a plurality of spraying components 33 for spraying flocculants.

[0043] Specifically, the spraying component 33 includes a straight diversion pipe 331 connected to the annular diversion pipe 31. The straight diversion pipe 331 is connected to a plurality of annular spraying pipes 332. (The annular spraying pipes 332 are connected to the straight diversion pipe 331 via a diameter pipe 334 at a diameter position, i.e., the ends of the diameter pipe 344 are connected to the annular spraying pipe 332 and the straight diversion pipe 331, respectively.) The annular spraying pipe 332 is connected to a plurality of nozzles 333. The nozzles 333 are conventional nozzles 333 disclosed in the prior art.

[0044] The annular diverter pipes 31 are connected to each other via a plurality of connecting pipe structures. Specifically, the connecting pipe structure includes a connecting pipe 35 , which is connected to the annular diverter pipe 31 via a plurality of side pipes. The connecting pipe 35 is connected to a pump flocculant pipe 351 .

[0045] According to the conventional method disclosed in the prior art, the pump flocculant tube is connected to the external pump flocculant pipeline through the soft connecting tube, so that during the working process, the flocculant is pumped into the pump flocculant tube 351 from the soft connecting tube, and is diverted to each annular diversion tube 31, and then diverted to each annular spraying pipe 332, and then diverted from the position of the annular spraying pipe 332 to be sprayed from each nozzle 333.

[0046] The purpose of this method is to spray the sedimentation agent in the sewage in different directions, thereby increasing the dispersion speed of the flocculant in the sewage and accelerating the flocculation sedimentation time and flocculation effect.

[0047] Under the above structure, the flocculant is sprayed in a radial form and a large amount of sedimentation materials can be settled in a short time.

[0048] Example 2

[0049] like Figure 1-5 As shown, this embodiment builds on the structure of Example 1. To prevent settled sludge from burying the flocculant discharge mechanism and potentially clogging spray points, such as nozzle 333, on the flocculant discharge mechanism, the sewage flocculation and sedimentation device further includes a float mechanism for raising and lowering the flocculant discharge mechanism. This float mechanism allows the entire device to be raised after a period of flocculation, freeing it from the sludge. Specifically, the float mechanism includes an adjustable float 21, with a pull rod 22 fixedly connected to its bottom.

[0050] Specifically, the diameter portion of the annular diverter pipe 31 is fixedly connected to the inner connecting seat 32, and a through connecting rod is fixedly connected between the inner connecting seats 32. The through connecting rod connects all the annular diverter pipes 31 into one.

[0051] At the same time, the top of the inner connecting seat 32 is fixedly connected to two pulling rods 22 spaced apart on the left and right sides, and fixedly connected to the top position of the inner connecting seat 32.

[0052] According to the existing method, the top of the float 21 (the float 21 is limited to rubber material) is connected to the air inlet nozzle 211, and the air inlet nozzle 211 is connected to the air pump.

[0053] During operation, according to the existing method, the air inlet nozzle 211 is connected to the air pump through a hose. When the air pump is turned on, the volume of the float 21 increases, and the buoyancy increases. At this time, after the buoyancy increases, the entire device moves upward and breaks free from the shackles of the buried mud.

[0054] As the buoyancy increases, the spraying position of the flocculant also changes, and this method can further achieve the pump spraying of the sedimentation agent at different heights in the sewage.

[0055] Example 3

[0056] like Figure 1-5 As shown, based on the structure of Example 2, this embodiment further includes a retaining cage mechanism to prevent the settled sludge from burying the sewage flocculation and sedimentation device.

[0057] Specifically, the flocculant discharging mechanism is located in the retaining cage mechanism, and the retaining cage mechanism is used to isolate the flocculated and settled dirt.

[0058] The cage mechanism includes a base 1 fixedly mounted at the bottom of the flocculation tank. A mesh cage 11 is fixedly connected to the top of the base 1. Mesh cage 11 is a cylindrical metal mesh cage known in the prior art. Mesh cage 11 is of a certain height and covers the flocculant discharge mechanism to prevent it from being covered or buried by settled sludge.

[0059] At the same time, a central guide rail rod 34 is slidably connected to the central portion of the inner connecting seat 32 , and the central guide rail rod 34 is fixedly connected to the base 1 .

[0060] The pulling rod 22 passes through the top of the mesh cage 11 cover, and the pulling rod 22 is slidably connected to the mesh cage 11 cover (a through hole is opened on the top of the mesh cage 11 cover. Similarly, the flexible connecting pipe connected to the pump flocculant pipe passes through the top of the mesh cage 11 cover).

[0061] During the lifting process, the vertical rise is achieved by the guidance of the central guide rail rod 34, and the clogging caused by the silt is avoided. Moreover, the defect of silt clogging is further reduced due to the ability to move up and down.

[0062] Of course, the above description is not a limitation of the present invention, and the present invention is not limited to the above examples. Changes, modifications, additions or substitutions made by technicians in this technical field within the essential scope of the present invention should also fall within the scope of protection of the present invention.

Claims

1. A sewage flocculation and sedimentation device, characterized in that: It includes a flocculant discharging mechanism, which includes a plurality of flocculant discharging components spaced apart from each other, each of which includes an annular diverter pipe connected to a plurality of spraying components for spraying flocculants; The sewage flocculation and sedimentation device also includes a float mechanism for raising and lowering the flocculant discharge mechanism; The float mechanism includes a float with adjustable size, and the bottom of the float is fixedly connected to a pulling rod; The pulling rod is fixedly connected to the flocculant discharging mechanism; The top of the float is connected to an air inlet nozzle pipe, and the air inlet nozzle pipe is connected to an air pump.

2. The sewage flocculation and sedimentation device according to claim 1, characterized in that: The annular diverter pipes are connected to each other via a plurality of connecting pipe structures; The connecting pipe structure includes a connecting pipe, and the connecting pipe is connected to the annular diversion pipe through a plurality of side pipes; The connecting pipe is connected with a pump flocculant pipe.

3. The sewage flocculation and sedimentation device according to claim 1, characterized in that: The diameter portion of the annular diverter pipe is fixedly connected to an inner connecting seat; A penetrating connecting rod is fixedly connected between the inner connecting seats.

4. The sewage flocculation and sedimentation device according to claim 3, characterized in that: The pulling rod is fixedly connected to the top position of the inner connecting seat.

5. The sewage flocculation and sedimentation device according to claim 1, characterized in that: The spraying component includes a straight diversion pipe connected to the annular diversion pipe, the straight diversion pipe is connected to a plurality of annular spraying pipes, and the annular spraying pipe is connected to a plurality of nozzles.

6. The sewage flocculation and sedimentation device according to claim 5, characterized in that: The annular spraying pipe is communicated with the diversion straight pipe via a diameter pipe at a diameter position.

7. The sewage flocculation and sedimentation device according to claim 3, characterized in that: The sewage flocculation and sedimentation device also includes a retaining cage mechanism; The flocculant discharging mechanism is located in the retaining cage mechanism, and the flocculated and settled dirt is blocked by the retaining cage mechanism.

8. The sewage flocculation and sedimentation device according to claim 7, characterized in that: The retaining cage mechanism comprises a base fixedly mounted at the bottom of the flocculation tank, and a mesh retaining cage is fixedly connected to the top of the base; The mesh baffle covers the coagulant discharging mechanism.

9. The sewage flocculation and sedimentation device according to claim 8, characterized in that: A central guide rail rod is slidably connected to the central portion of the inner connecting seat, and the central guide rail rod is fixedly connected to the base; The pulling rod passes through the top of the mesh-shaped barrier cover, and the pulling rod is slidably connected to the mesh-shaped barrier cover.