CN211245639U

CN211245639U - Buried precipitation cabin for sewage treatment

Info

Publication number: CN211245639U
Application number: CN201920813840.8U
Authority: CN
Inventors: 王晛; 李海利; 黄帆; 吴张达
Original assignee: Youde Taihu Water Suzhou Co ltd
Current assignee: Youde Taihu Water Suzhou Co ltd
Priority date: 2019-05-31
Filing date: 2019-05-31
Publication date: 2020-08-14
Anticipated expiration: 2029-05-31

Abstract

The utility model discloses a bury formula precipitation cabin for sewage treatment, including the hollow tank body, hollow tank body top is equipped with the open-top, hollow tank body both sides are equipped with water inlet and delivery port, bury formula precipitation cabin for sewage treatment still includes outlet conduit, inlet channel, mud backwash pump, pipeline, gathers mud cabin, gather mud cabin and place in hollow tank body bottom, mud backwash pump with place in gather mud cabin bottom, pipeline one end is connected with mud backwash pump, the pipeline other end is located the open-top, inlet channel communicates with the water inlet, outlet conduit communicates with the delivery port, inlet conduit end and outlet conduit end all are located and gather mud under-deck; the utility model discloses a bury formula precipitation cabin for sewage treatment, whole sewage treatment need not the cement watering with burying formula precipitation cabin, has reduced the installation cycle of whole burying formula precipitation cabin, has reduced the construction degree of difficulty.

Description

Buried precipitation cabin for sewage treatment

Technical Field

The utility model relates to a sewage treatment especially relates to bury formula precipitation cabin for sewage treatment.

Background

In the sewage treatment field, the square processing cell body that traditional sedimentation tank generally was concreted, and cement building pours the cycle longer, and manufacturing cost is high, the construction degree of difficulty is big, and later stage leads to the later stage to maintain troublesome owing to the structure that cement was poured moreover. Also have the circular tank body sedimentation tank in the market, the space utilization of this clock sedimentation tank is lower, is unfavorable for the aggregate erection, and the opening is less, is unfavorable for overhauing and safeguards.

SUMMERY OF THE UTILITY MODEL

In order to overcome prior art not enough, the utility model aims to provide a bury formula precipitation tank for sewage treatment has solved the cell body that traditional sedimentation tank generally pour for cement, and the cement building period of pouring is longer, and the problem that the construction degree of difficulty is big has also avoided circular precipitation tank space utilization lower in addition, is unfavorable for the problem of aggregate erection.

The purpose of the utility model is realized by adopting the following technical scheme:

bury formula precipitation cabin for sewage treatment, including the cavity jar body, the cavity jar body top is equipped with open-top, the cavity jar body both sides are equipped with water inlet and delivery port, the buried precipitation cabin for sewage treatment still includes outlet conduit, inlet channel, mud backwash pump, pipeline, gathers mud cabin, it places to gather mud cabin cavity jar body bottom, mud backwash pump with place gather mud cabin bottom, pipeline one end with mud backwash pump connects, the pipeline other end is located in the open-top, inlet channel with the water inlet intercommunication, outlet conduit with the delivery port intercommunication, inlet conduit end and outlet conduit end all is located gather mud under-deck.

Further, the pipeline is located between the water outlet pipeline and the water inlet pipeline.

Further, the pipeline is L-shaped.

Furthermore, the mud collecting cabin is formed by a plurality of mud collecting baffle plates in a surrounding mode.

Further, the tail end of the water inlet pipeline and the tail end of the water outlet pipeline are positioned at the top of the mud gathering cabin.

Further, the top opening is oval in shape.

Compared with the prior art, the buried sedimentation tank for sewage treatment comprises a hollow tank body, wherein the top of the hollow tank body is provided with a top opening, the two sides of the hollow tank body are provided with a water inlet and a water outlet, the buried sedimentation tank for sewage treatment also comprises a water outlet pipeline, a water inlet pipeline, a sludge reflux pump, a pipeline and a sludge collecting cabin, the sludge collecting cabin is placed at the bottom of the hollow tank body, the sludge reflux pump is placed at the bottom of the sludge collecting cabin, one end of the pipeline is connected with the sludge reflux pump, the other end of the pipeline is positioned in the top opening, the water inlet pipeline is communicated with the water inlet, the water outlet pipeline is communicated with the water outlet, and the tail end of the water inlet pipeline; the whole buried sedimentation tank for sewage treatment does not need cement irrigation, the installation period of the whole buried sedimentation tank is shortened, and the construction difficulty is reduced.

Drawings

FIG. 1 is a schematic sectional view of a buried precipitation chamber for sewage treatment in this embodiment;

fig. 2 is a schematic structural diagram of a buried precipitation chamber for sewage treatment in the present embodiment.

In the figure: 1. a hollow tank body; 11. the top is open; 12. a water inlet; 13. a water outlet; 2. a water outlet pipeline; 3. a water inlet pipe; 4. a sludge reflux pump; 5. a pipeline; 6. a mud collecting cabin.

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.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

As shown in fig. 1-2, the buried sedimentation tank for sewage treatment in the present application includes a hollow tank body 1, a water outlet pipe 2, a water inlet pipe 3, a sludge reflux pump 4, a pipeline 5 and a sludge collecting tank 6, wherein the hollow tank body 1 is made of polyethylene material, a top opening 11 is arranged at the top of the hollow tank body 1, and the top opening 11 is oval; the two sides of the hollow tank body 1 are provided with a water inlet 12 and a water outlet 13, the mud collecting cabin 6 is placed at the bottom of the hollow tank body 1, the top of the mud collecting cabin 6 is in an open shape, the mud collecting cabin 6 is surrounded by a plurality of baffles, the baffles can be made of stainless steel or non-rotten pine wood, the diameter of the opening at the top of the mud collecting cabin 6 is larger than that of the bottom, the whole mud collecting cabin 6 is in an inverted trapezoidal structure, in the embodiment, the side wall and the bottom of the mud collecting cabin 6 are formed by the baffles, only the top is open, and no baffle is arranged; the pipeline 5 is L-shaped, the sludge reflux pump 4 is placed at the bottom of the sludge gathering cabin 6, one end of the pipeline 5 is connected with the sludge reflux pump 4, and the other end of the pipeline 5 is positioned in the top opening 11; the water inlet pipeline 3 is connected with the water inlet 12, the water outlet pipeline 2 is connected with the water outlet 13, the tail end of the water inlet pipeline 3 and the tail end of the water outlet pipeline 2 are both positioned at the top of the mud collecting cabin 6, and the pipeline 5 is positioned between the water outlet pipeline 2 and the water inlet pipeline 3. The utility model discloses a shape of the hollow tank body 1 is the square tank body, and the bottom of the hollow tank body 1 is square, and the follow-up maintenance personal of being convenient for maintains the hollow tank body 1, has also avoided circular precipitation cabin space utilization lower in addition, is unfavorable for the problem of aggregate erection.

When the sludge collecting tank works, sewage enters from the water inlet 12 and flows into the sludge collecting tank 6 through the water inlet pipeline 3, sludge in the sewage is precipitated at the bottom of the sludge collecting tank 6, the sludge in the sludge collecting tank 6 is pumped out to the pipeline 5 by the sludge reflux pump 4, the sludge is discharged out of the top opening 11 through the pipeline 5, and water without sludge in the sludge collecting tank 6 flows into the water outlet 13 through the water outlet pipeline 2 and flows out of the hollow tank body 1.

The utility model discloses a bury formula sedimentation tank for sewage treatment, including the hollow tank body 1, hollow tank body 1 top is equipped with open-top 11, hollow tank body 1 both sides are equipped with water inlet 12 and delivery port 13, bury formula sedimentation tank for sewage treatment still includes outlet conduit 2, inlet channel 3, mud backwash pump 4, pipeline 5 and gather mud cabin 6, gather mud cabin 6 and place in hollow tank body 1 bottom, pipeline 5 one end is located open-top 11, the other end of pipeline 5 is connected with mud backwash pump 4, mud backwash pump 4 house is in the bottom of gathering mud cabin 6, inlet conduit 3 communicates with water inlet 12, outlet conduit 2 communicates with delivery port 13, inlet conduit 3 end and outlet conduit 2 end are all located and gather mud cabin 6; the mode through the concatenation is spliced outlet conduit 2, inlet channel 3, the mud collecting chamber 6 in with the cavity jar body 1 and the cavity jar body 1 to buried formula precipitation chamber has been constituted, the time of burying formula precipitation chamber has been shortened to the structure, the time limit for a project has been shortened, the cost is reduced, and owing to when maintaining buried formula precipitation chamber, accessible open-top 11 gets into the under-deck and maintains, has been convenient for artifical maintenance to buried formula precipitation chamber for sewage treatment.

Above, all the embodiments are only preferred embodiments of the present invention, and the present invention is not limited in any way; the utility model can be smoothly implemented by the ordinary technicians in the industry according to the drawings and the above description; however, those skilled in the art should understand that changes, modifications and variations made by the above-described technology can be made without departing from the scope of the present invention, and all such changes, modifications and variations are equivalent embodiments of the present invention; meanwhile, any changes, modifications, evolutions, etc. of the above embodiments, which are equivalent to the actual techniques of the present invention, still belong to the protection scope of the technical solution of the present invention.

Claims

1. Bury formula precipitation cabin for sewage treatment, including the cavity jar body, its characterized in that: the utility model discloses a sewage treatment system, including cavity jar body, cavity jar body top, mud reflux pump, pipeline, water inlet pipe, water outlet, water inlet pipe, mud reflux pump, pipeline, mud gathering cabin is placed cavity jar body bottom, mud reflux pump places mud gathering cabin bottom, pipeline one end with mud reflux pump connects, the pipeline other end is located in the open-top, water inlet pipe with the water inlet intercommunication, water outlet pipe with the delivery port intercommunication, water inlet pipe end and water outlet pipe end all is located gather mud under-deck.

2. A buried precipitation chamber for sewage treatment as claimed in claim 1, wherein: the pipeline is positioned between the water outlet pipeline and the water inlet pipeline.

3. A buried precipitation chamber for sewage treatment as claimed in claim 1, wherein: the pipeline is L-shaped.

4. A buried precipitation chamber for sewage treatment as claimed in claim 1, wherein: the mud collecting cabin is formed by a plurality of mud collecting baffle plates in a surrounding mode.

5. A buried precipitation chamber for sewage treatment as claimed in claim 1, wherein: the tail end of the water inlet pipeline and the tail end of the water outlet pipeline are positioned at the top of the mud gathering cabin.

6. A buried precipitation chamber for sewage treatment as claimed in claim 1, wherein: the top opening is oval in shape.