CN212640229U

CN212640229U - Sewage treatment device

Info

Publication number: CN212640229U
Application number: CN202021256180.7U
Authority: CN
Inventors: 白煜; 李进; 边智远; 刘洋
Original assignee: Haixi Shengbo Environmental Protection Technology Co ltd
Current assignee: Haixi Shengbo Environmental Protection Technology Co ltd
Priority date: 2020-06-30
Filing date: 2020-06-30
Publication date: 2021-03-02
Anticipated expiration: 2030-06-30

Abstract

The utility model discloses a sewage treatment device, which comprises a liquid storage tank, a standing chamber, a mud-water separation chamber and a reaction chamber which are sequentially communicated; the standing chamber comprises a controller, a liquid level sensor and an alarm, the mud-water separation chamber comprises a mud bucket, a water outlet weir, a mud-water separator baffle plate and a mud discharge port, and the reaction chamber is sequentially provided with broken stones, fine sand, a bearing plate and an aeration system from top to bottom. The utility model discloses sewage treatment plant, simple structure, sewage treatment are efficient.

Description

Sewage treatment device

Technical Field

The utility model relates to a sewage treatment technical field, more specifically the utility model relates to a sewage treatment device that says so.

Background

The industrial development brings great promotion to the material life of people, but the sewage generated in the production process brings great influence to the environment, and the healthy life of people is also influenced.

Although the sewage treatment device can solve the problems to a certain extent, the existing sewage treatment device has poor sewage treatment effect and a complex structure.

Therefore, how to provide a high-efficiency sewage treatment device is a problem that needs to be solved urgently by the technical personnel in the field.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model provides a sewage treatment device, simple structure, sewage treatment efficiency are high.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

a sewage treatment device comprises a liquid storage tank, a standing chamber, a mud-water separation chamber and a reaction chamber which are sequentially communicated;

the reaction chamber is sequentially provided with broken stones, fine sand, a bearing plate and an aeration system from top to bottom.

Further, the room of stewing includes controller, level sensor and alarm, level sensor with the alarm all with controller communication connection.

Furthermore, the mud-water separation chamber is sequentially provided with a water outlet weir, a collecting tank, a mud-water separator baffle and a mud bucket from top to bottom.

Further, the inclination of the baffle plate of the mud-water separator is 60 degrees, and the two adjacent plates are oppositely arranged.

Further, the aeration system comprises a plurality of aeration pipes, and a plurality of round holes are arranged on the aeration pipes at intervals.

Furthermore, a drain pipe is arranged below the aeration system and is perpendicular to the aeration pipe.

Furthermore, a plurality of through holes are uniformly formed in the bearing plate.

According to the technical scheme, compared with the prior art, the utility model discloses a sewage treatment device, through squeeze into the reservoir with sewage after get into the rest chamber after the reservoir and stand and realize oil water separation and be convenient for get rid of the greasy dirt, then get into mud-water separation chamber through the communicating pipe and clear away mud, sewage then gets into the reacting chamber, with the more abundant contact of biofilm ability on the filler surface, be favorable to the removal of organic matter, rubble filler porosity is high, be favorable to organic pollutant to dwell longer time in the space and carry out the biological decomposition, can prevent effectively simultaneously that the filler layer from blockking up; an aeration system is arranged at the bottom of the sewage treatment device, so that sufficient dissolved oxygen can be provided, and the degradation rate of pollutants is improved. The utility model discloses separately go on clearance oil and clearance silt in sewage treatment process, and it is effectual to the clearance of impurity such as silt, organic pollutant.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.

FIG. 1 is a schematic structural view of a sewage treatment plant provided by the present invention.

Wherein the content of the first and second substances,

1. a liquid storage tank 2, a standing chamber 21, a controller 22, a liquid level sensor 23, an alarm 3, a mud-water separation chamber 31, a water outlet weir 32, a collecting tank 33, a mud-water separator baffle 34, a mud bucket 4, a reaction chamber 41, broken stones 42, fine sand 43, a supporting plate 44, an aeration system 45 and a water discharge pipe.

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.

The embodiment of the utility model discloses sewage treatment plant, as shown in figure 1, including reservoir 1, the room of stewing 2, mud-water separation room 3 and reacting chamber 4. Sewage is pumped into the liquid storage tank 1 for temporary storage, enters the standing chamber 2 through the communication pipeline, most of oil is located above water after standing for a period of time, and then the oil is removed through a conventional means, such as a conventional air floatation device and the like, which is not described in detail herein and can also be removed manually. After oil removal, the sludge enters a sludge-water separation chamber 3 to deposit sludge and discharge water, and finally organic matters are removed and the water quality is purified through a reaction chamber 4.

Specifically, a controller 21, a liquid level sensor 22 and an alarm 23 are arranged on the standing chamber 2, the liquid level sensor 22 and the alarm 23 are both in communication connection with the controller 21, and the liquid level sensor 22 is located at the top of the standing chamber 1. The liquid level is detected by the liquid level sensor 22, the detected information is fed back to the controller 21, and after the liquid level reaches the designated liquid level, the controller 21 controls the alarm 23 to start alarming, so that an operator closes control valves on pipelines of the liquid storage tank 1 and the standing chamber 2 and stops liquid feeding.

The mud-water separation chamber 3 is sequentially provided with an effluent weir 31, a collecting tank 32, a mud-water separator baffle 33 and a mud bucket 34 from top to bottom, the effluent weir is circular, after sewage with oil stain removed enters the mud-water separation chamber 3 from a water inlet with a certain tangent angle, large-particle sludge moves downwards under the action of centrifugal force and gravity, clear water rises, and smaller particle sludge is settled at the mud-water separator baffle 33, so that chemical agents and power are not needed, rapid and efficient settling is realized, the settled sludge is collected, and the sludge is discharged out of the mud-water separation device through a sludge discharge port of the mud bucket; the supernatant overflows from the water outlet weir 31, is collected by the collecting tank and then is discharged from the water outlet.

Preferably, the mud-water separator baffle uses the principle of shallow sedimentation, the inclination is 60 degrees, and two adjacent plates are oppositely arranged.

The utility model discloses the mud-water separation room has energy-conservingly, need not power, need not to use the medicament to carry out the advantage that deposits.

Sewage can evenly spray on the filler in the reacting chamber through the shower nozzle at last, with pack the surperficial biomembrane contact, be favorable to getting rid of organic matter, it is concrete, 4 from the top down rubble 41 and the fine sand 42 that fill in proper order of reacting chamber make the filter material grained layer be big-end-up's state, the great rubble 41 of particle diameter is as packing, because of having great porosity between the rubble, can prevent effectively that the packing layer from blockking up, the continuous aeration in packing bottom, therefore, compare with constructed wetland, the filter material is difficult for blockking up, it is more convenient to manage. Moreover, when the sewage is fed from the upper part, the sewage firstly encounters a filter material with larger particles, the filtering action can be deeply penetrated into the filtering layer to generate the penetration filtering action, larger particle impurities in the water are removed, and a part of sludge and small suspended matters can be intercepted by the smaller particle fine sand on the lower layer, so that the function of ensuring the water quality of the effluent is achieved; aeration systems 44 comprises 5 aeration pipes that are parallel to each other, and the interval is provided with a plurality of round holes on the aeration pipe, and the round hole is faced the top and is set up, and the aeration pipe is located the reacting chamber bottom, from lower up continuous aeration, leads to the interior lower floor dissolved oxygen of device more, and upper dissolved oxygen is less, and the aeration is favorable to preventing the jam of filler simultaneously.

Still be provided with bearing board 43 between fine sand and aeration system, be provided with a plurality of through-holes on the bearing board 43, the bearing board is used for bearing the pressure that the rubble brought and avoids causing the harm to the aeration pipe of below on the one hand, and on the other hand through-hole on the bearing board can make the gas that comes out in the aeration pipe evenly contact with the sewage of top, does benefit to the processing of sewage.

Preferably, the sewage treatment device of the present invention is further provided with a drain pipe 45 below the aeration system 44, and the drain pipe 45 is perpendicular to the arrangement position of the aeration pipe.

The utility model discloses a rubble packing layer constitutes processing apparatus, has that the energy consumption is low, and nitrogen and phosphorus removal is effectual, and the cost is with low costs, and the management operation is convenient, characteristics such as treatment cost.

The utility model discloses a popularization and application will improve the quality to sewage treatment greatly, promote the research to sewage with the relevant processing technology of infiltration form and biomembrane contact, provide a good way for building good ecological environment.

The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant points can be referred to the method part for description.

The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A sewage treatment device is characterized by comprising a liquid storage tank (1), a standing chamber (2), a mud-water separation chamber (3) and a reaction chamber (4) which are communicated in sequence;

the reaction chamber (4) is sequentially provided with gravels (41), fine sand (42), a supporting plate (43) and an aeration system (44) from top to bottom.

2. Sewage treatment plant according to claim 1, characterised in that said resting chamber (2) comprises a controller (21), a level sensor (22) and an alarm (23), said level sensor (22) and said alarm (23) being both in communication connection with said controller (21).

3. The wastewater treatment plant according to claim 2, wherein the sludge-water separation chamber (3) is provided with a water outlet weir (31), a collecting tank (32), a sludge-water separator baffle (33) and a mud bucket (34) from top to bottom.

4. A sewage treatment plant according to claim 3, characterised in that the inclination of said sludge-water separator baffle (33) is 60 degrees and that two adjacent plates are oppositely positioned.

5. The wastewater treatment apparatus according to claim 4, wherein the aeration system (44) comprises a plurality of aeration pipes, and a plurality of round holes are arranged on the aeration pipes at intervals.

6. An apparatus for treating wastewater according to claim 5, wherein a drain pipe (45) is disposed below the aeration system (44), and the drain pipe (45) and the aeration pipe are perpendicular to each other.

7. The sewage treatment device according to any one of claims 1 to 6, wherein a plurality of through holes are uniformly formed on the supporting plate (43).