CN212740883U - Vertical integrated sewage treatment device of inner loop - Google Patents

Abstract

The utility model belongs to the technical field of the sewage treatment technique and specifically relates to a vertical integration sewage treatment device of inner loop is related to, including being used for nitrifying and the vertical reactor of denitrification sewage, the water distribution device to the inside water distribution of reactor of intercommunication on the reactor, the reactor on, two lower terminal surfaces are all sealed, the delivery port has been seted up on the reactor, one side of reactor is provided with the ascending conical sedimentation tank of pointed end downwards, sedimentation tank and reactor fixed connection, be connected with the outlet pipe between delivery port and the sedimentation tank, the outlet pipe is in the position and the inside intercommunication of sedimentation tank near the sedimentation tank pointed end, the sedimentation tank is close to most advanced position and is connected with the mud pipe, the position that the sedimentation tank is close to the up end is provided with out the basin, the equipment such as mud scraper has been saved, the effect of simplification sewage treatment device structure has been reached.

Description

Vertical integrated sewage treatment device of inner loop

Technical Field

The utility model belongs to the technical field of sewage treatment technique and specifically relates to a vertical integration sewage treatment device of inner loop is related to.

Background

At present, with the rapid development of economy, the life of people is improved day by day, the environmental awareness is poor, and domestic sewage is directly discharged outside, thus threatening the ecological environment.

The prior Chinese utility model with publication number CN106310736A discloses an integrated sewage treatment device, which comprises a box body and a clapboard for dividing the box body into a stirring chamber and a settling chamber; a stirring shaft is arranged in the stirring chamber; a fixing frame is arranged on the stirring shaft, and stirring blades are hinged to the fixing frame; a vertical dosing pipeline is also arranged in the tank body, and a plurality of dosing holes are formed in the dosing pipeline; a conveying pipeline for communicating the stirring chamber with the settling chamber is also arranged in the box body; a screen plate is also arranged in the settling chamber, the screen plate is positioned above the water outlet, and inclined tubes which are arranged in a honeycomb shape are arranged on the screen plate; an overflow plate is arranged above the inclined tube; a clear water storage tank is also arranged in the settling chamber; the settling chamber bottom still is provided with the vertically push pedal, and still installs thrust unit on the box, and thrust unit is fixed with the push pedal.

The above prior art solutions have the following drawbacks: use sewage treatment device among the prior art to sewage in proper order after flocculation and sediment, need use thrust unit to drive the push pedal (similar to mud scraper) with the mud propelling movement of sedimentation chamber bottom to the blowdown intraduct, the structure is more complicated, and the processing procedure of mud is more troublesome.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a vertical integration sewage treatment device of inner loop has reached and has saved equipment such as mud scraper, simplifies the effect of sewage treatment device structure.

The above technical purpose of the present invention can be achieved by the following technical solutions:

the utility model provides a vertical integrated sewage treatment device of inner loop, including being used for nitrifying the vertical reactor of denitrification to sewage, the water distribution device to the inside water distribution of reactor of intercommunication on the reactor, two upper and lower terminal surfaces of reactor are all sealed, the delivery port has been seted up on the reactor, one side of reactor is provided with most advanced decurrent conical sedimentation tank, sedimentation tank and reactor fixed connection, be connected with the outlet pipe between delivery port and the sedimentation tank, the outlet pipe is being close to the most advanced position of sedimentation tank and the inside intercommunication of sedimentation tank, the sedimentation tank is close to most advanced position and is connected with the mud pipe, the sedimentation tank is close to the position of up end and is provided with out the basin.

By adopting the technical scheme, when sewage is treated by using the sewage treatment equipment, the sewage completes nitrification and denitrification processes in the reactor, and when water is distributed into the reactor along with the water distribution device, the nitrified and denitrified sewage in the reactor enters the sedimentation tank through the water outlet and the water outlet pipe; the section of the sedimentation tank is in a shape of a cone with a downward pointed end, sludge generated in the sedimentation tank by sewage flows to the bottom of the sedimentation tank along the inner wall of the sedimentation tank, the water outlet pipe is communicated with the inside of the sedimentation tank at a position close to the pointed end of the sedimentation tank, so that the sediment in the sedimentation tank cannot be accumulated at the bottom of the sedimentation tank, and flows to the outside of the sedimentation tank through the sludge discharge pipe in an activated sludge mode, and thus people do not need to use a sludge scraper to collect and discharge the sludge in the sedimentation tank, and the structure of sewage treatment equipment is simplified; the supernatant after precipitation flows into the water outlet tank, and people can collect the supernatant at one end of the water outlet tank far away from the precipitation tank; because sedimentation tank and reactor fixed connection, so people can drive sedimentation tank (or reactor) and remove together when removing reactor (or sedimentation tank), have reached the effect that makes things convenient for people to carry sewage treatment device.

The utility model discloses can further configure to in a preferred example, inside vertical first water conservancy diversion wall and the second water conservancy diversion wall of being provided with of reactor, first water conservancy diversion wall is parallel to each other and all with the lateral wall fixed connection of reactor with the second water conservancy diversion wall, the one side of second water conservancy diversion wall is kept away from at first water conservancy diversion wall is seted up to the delivery port, there is the gap in the upper and lower both ends face of first water conservancy diversion wall and second water conservancy diversion wall and reactor, be provided with on the reactor and carry the thrust unit to the air of aeration between first water conservancy diversion wall and the second water conservancy diversion wall, the top of reactor is provided with the air chamber with the inside intercommunication of reactor.

By adopting the technical scheme, the air lifting and pushing device can aerate between the first guide wall and the second guide wall, so that the flow speed of sewage between the first guide wall and the second guide wall is greater than that of the sewage at the side, far away from each other, of the first guide wall and the second guide wall, the sewage is divided to the side, far away from each other, of the first guide wall and the second guide wall after being lifted to the highest point between the first guide wall and the second guide wall due to the flow speed difference of the sewage, the sewage can continuously flow in the reactor, a better stirring effect is achieved on the sewage, equipment for stirring the sewage is not required to be installed in the reactor, and the structure of sewage treatment equipment is further simplified; when the air lifting and pushing device aerates between the first guide wall and the second guide wall, the dissolved oxygen provided by the air lifting and pushing device descends along with the upward movement of water flow in a gradient manner, namely the air lifting and pushing device can provide a good aerobic space for the area between the first guide wall and the second guide wall, so that the sewage can realize the nitrification process; the side, far away from each other, of the first guide wall and the second guide wall is an anoxic space, so that the sewage can realize the denitrification process; a gas chamber is arranged above the reactor, and nitrogen generated in the denitrification process can enter the gas chamber.

The utility model discloses can further configure to in a preferred example, the air carries and pushes away the device including setting up inside the reactor and with a plurality of aeration pipes of the lower terminal surface looks butt of reactor, the both ends of aeration pipe are sealed, set up ascending aeration hole on the global of aeration pipe, be provided with the air feed subassembly to the inside air-blowing of aeration pipe on the reactor.

Through adopting above-mentioned technical scheme, when using the air to carry and push away the device, people use the air feed subassembly to aerify to aeration pipe inside, and the both ends of aeration pipe are sealed, and the inside gas of aeration pipe can enter into inside the reactor at the position of aeration hole on the aeration pipe, has just so accomplished the process of aeration.

The utility model discloses can further configure to in a preferred example, the air feed subassembly includes the trunk pipe, and the trunk pipe level sets up inside the reactor and communicate with a plurality of aeration pipes simultaneously, and the one end of trunk pipe is sealed, and the other end extends to the outside of reactor and is connected with the air pump.

Through adopting above-mentioned technical scheme, when needing to use the air feed subassembly to aerify to the aeration intraduct, open the air pump, the air pump can be aerifyd to a plurality of aeration intraducts simultaneously through the main pipe.

The utility model discloses can further configure to in a preferred example, the axis direction of aeration pipe is parallel with first kuppe place plane, and a plurality of aeration pipes are by both sides to the intensive arrangement of center tendency between first kuppe and second kuppe.

By adopting the technical scheme, bubbles required for disturbing sewage in the area between the first guide wall and the second guide wall are gradually reduced from the center to two sides, so that the arrangement mode of the aeration pipes between the first guide wall and the second guide wall is required to be gradually dense from two sides to the center.

The utility model discloses can further configure to in a preferred example, the most advanced of sedimentation tank is kept away from one side of first guide wall at the second guide wall and the edge of terminal surface is crossing under the reactor, and the up end of reactor is located inside the sedimentation tank up end.

Through adopting above-mentioned technical scheme, the region that sedimentation tank and reactor constitute jointly is the effectual sedimentation zone of sedimentation tank, and effectual sedimentation zone volume is less than the whole volume of sedimentation tank, can accelerate sewage at the inside settling velocity of sedimentation zone like this.

The utility model discloses can further configure to in a preferred example, the outside of reactor is provided with the collecting vat that communicates with the delivery port, and the one end that the reactor was kept away from to the collecting vat extends to the outside of sedimentation tank, and the outlet pipe is provided with two altogether, and two outlet pipe symmetries set up the both sides at the collecting vat.

By adopting the technical scheme, as the sewage in the reactor gradually increases, the sewage in the reactor enters the collecting groove through the water outlet and finally enters the collecting groove through the water outlet pipe; the outlet pipe sets up two altogether, can accelerate the inside sewage of collecting vat like this and flow into the inside speed of sedimentation tank.

The utility model discloses can further configure to in a preferred example, the highest point of delivery port is mutually the same level with the lower surface of reactor up end, and the cross sectional shape of collecting vat is triangle-shaped to the cross sectional area of collecting vat is by lower grow gradually to last.

Through adopting above-mentioned technical scheme, because the water distribution device can constantly toward the inside water distribution of reactor, the air is carried and is pushed away the device and can be to the inside aeration of reactor, will lead to the flow velocity of the inside sewage of reactor too fast like this, and the cross sectional area of collecting vat is by the grow gradually from bottom to top, and the velocity of water can slow down suitably when can making the inside sewage of reactor flow into inside the collecting vat like this, reduces the possibility that sewage flows to the outside from the top of collecting vat.

The utility model discloses can further configure to in a preferred example, the water distribution device is connected with the water distributor including setting up the water distribution case in one side of reactor on the water distribution case, the inside cavity of second water conservancy diversion wall, the one end that the water distribution case was kept away from to the water distributor runs through after the lateral wall of water distribution case with the inside intercommunication of second water conservancy diversion wall, the water distribution hole has been seted up on the side that first water conservancy diversion wall was kept away from to the second water conservancy diversion wall, is provided with the water distribution pump on the water distributor.

By adopting the technical scheme, when the water distribution device works, sewage is filled in the water tank, the water distribution pump is started, the water distribution pump can convey the sewage in the water distribution tank to the interior of the second guide wall through the water distribution pipe, and finally the sewage in the interior of the second guide wall can flow to one side of the second guide wall, which is far away from the first guide wall, from the position of the water distribution hole, so that the sewage can be promoted to flow in the reactor; and when the water distribution device distributes water to one side of the second guide wall far away from the first guide wall, sewage on one side of the second guide wall far away from the first guide wall gradually becomes more, so that most of the sewage between the first guide wall and the second guide wall flows towards the direction close to the first guide wall when the sewage rises to the highest point, and the sewage is accelerated to enter the sedimentation tank.

The utility model discloses can further configure to in a preferred example, be provided with the sludge return pipe with the inside intercommunication of sedimentation tank in the position that is close to sedimentation tank most advanced, the one side and the inside intercommunication of reactor that first guide wall was kept away from at the second guide wall to the one end that sedimentation tank was kept away from to the sludge return pipe all are provided with the control valve on sludge return pipe and the mud pipe.

By adopting the technical scheme, when the sewage in the sedimentation tank is not completely reacted in the reactor, people can close the control valve on the sludge discharge pipe and open the control valve on the sludge return pipe, and at the moment, the activated sludge in the sedimentation tank can flow back to one side of the second guide wall far away from the first guide wall, so that the activated sludge can be further nitrified and denitrified in the reactor; and the water distribution device distributes water to the side of the second guide wall far away from the first guide wall, so that the sewage entering the reactor can lead the activated sludge reflowing to the inside of the reactor to be rapidly dispersed in the reactor, and the speed of nitrifying and denitrifying the activated sludge is accelerated.

To sum up, the utility model discloses following technological effect has:

1. through the sewage treatment equipment with the conical sedimentation tank with the downward pointed end, sewage can finish the sedimentation process in the sedimentation tank after finishing the nitrification and denitrification processes in the reactor, and activated sludge generated in the sedimentation process can flow to the outer side of the sedimentation tank along the side wall of the sedimentation tank through the sludge discharge pipe, so that equipment such as a sludge scraper and the like is not needed to treat the sludge in the sedimentation tank, and the effect of simplifying the structure of the sewage treatment equipment is achieved;

2. through having set up first guide wall and second guide wall, first guide wall and second guide wall divide into two anoxic zones and an aerobic zone with the reactor, make sewage obtain abundant nitrification and denitrification in reactor like this.

Drawings

FIG. 1 is an overall structure of the present invention;

FIG. 2 is a structural diagram highlighting the internal structure of the present invention;

fig. 3 is a partial view showing the structure of the aeration tube of the present invention.

In the figure, 1, a reactor; 11. a first guide wall; 12. a second guide wall; 13. an air chamber; 14. a water outlet; 15. collecting tank; 16. water distribution holes; 2. a water outlet pipe; 3. a sedimentation tank; 31. a water outlet groove; 32. a sludge discharge pipe; 33. a sludge return pipe; 34. a control valve; 4. a water distribution device; 41. a water distribution tank; 42. a water distribution pipe; 43. distributing a water pump; 5. an air lift; 51. an aeration pipe; 52. a gas supply assembly; 521. an air pump; 522. a trunk pipe.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1 and 2, the utility model provides a vertical integrated sewage treatment device of inner loop, including reactor 1, outlet pipe 2, sedimentation tank 3, water distribution device 4, play basin 31 and mud pipe 32, reactor 1 and sedimentation tank 3 are all sealed, the shape of reactor 1 is the cylinder that the axis is vertical, the cross sectional shape of sedimentation tank 3 is the downward oblique cone of pointed end, the most advanced marginal position of sedimentation tank 3 at the lower terminal surface of reactor 1 intersects with reactor 1, the up end of reactor 1 is parallel and level with the up end of sedimentation tank 3, the up end of reactor 1 is located inside the up end of sedimentation tank 3; the one end and the 3 inside intercommunications of sedimentation tank of outlet pipe 2, the other end is being close to 3 most advanced positions of sedimentation tank and 3 inside intercommunications of sedimentation tank, water distribution device 4 sets up the one side at reactor 1, the one end of mud pipe 32 is being close to 3 most advanced positions of sedimentation tank and 3 inside intercommunications of sedimentation tank, the other end extends to the direction of keeping away from sedimentation tank 3, the upper surface of play basin 31 is parallel and level with the upper surface of sedimentation tank 3 mutually, the one end and the 3 inside intercommunications of sedimentation tank of play basin 31, the other end extends to the direction of keeping away from sedimentation tank 3.

When sewage treatment equipment is required to be used for treating sewage, people convey the sewage into the reactor 1 through the water distribution device 4, and the sewage can complete the nitrification and denitrification processes in the reactor 1; then, sewage enters the sedimentation tank 3, the sewage completes the sedimentation process in the sedimentation tank 3, sludge generated in the sedimentation process flows towards the direction close to the tip end of the sedimentation tank 3 along the inner wall of the sedimentation tank 3, finally, sludge at the bottom of the sedimentation tank 3 is discharged to the outer side of the sedimentation tank 3 through the sludge discharge pipe 32, and the water outlet pipe 2 is communicated with the inside of the sedimentation tank 3 at the position close to the tip end of the sedimentation tank 3, so that the sludge at the bottom of the sedimentation tank 3 is activated sludge, and the possibility that the sludge discharge pipe 32 is blocked can be reduced; the supernatant in the sedimentation tank 3 will flow into the outlet tank 31, and one can collect the supernatant at the end of the outlet tank 31 far from the sedimentation tank 3.

Referring to fig. 2, in order to enable the sewage to perform a sufficient nitrification and denitrification process inside the reactor 1, a first guide wall 11 and a second guide wall 12 are vertically arranged inside the reactor 1, the first guide wall 11 and the second guide wall 12 are parallel to each other, gaps exist between the upper end surface and the lower end surface of the first guide wall 11 and the second guide wall 12 and the upper end surface and the lower end surface of the reactor 1, an air lifting and pushing device 5 for aerating the space between the first guide wall 11 and the second guide wall 12 is arranged on the reactor 1, and an air chamber 13 communicated with the inside of the reactor 1 is arranged above the reactor 1; one side that first guide wall 11 was kept away from at second guide wall 12 to water distribution device 4 communicates with reactor 1 is inside, one side that second guide wall 12 was kept away from to first guide wall 11 has seted up the delivery port 14 that runs through reactor 1 lateral wall, the highest point of delivery port 14 is parallel and level mutually with the lower surface of the up end of reactor 1, the position of reactor 1's outside delivery port 14 is provided with collecting vat 15, the one end that reactor 1 was kept away from to collecting vat 15 extends to the outside of sedimentation tank 3, outlet pipe 2 is close to reactor 1's one end and the inside intercommunication of collecting vat 15, outlet pipe 2 is provided with two altogether, two outlet pipe 2 symmetries set up the both sides at collecting vat 15.

The air lifting and pushing device 5 can aerate between the first guide wall 11 and the second guide wall 12, the flow speed of sewage between the first guide wall 11 and the second guide wall 12 is greater than that of sewage on the side where the first guide wall 11 and the second guide wall 12 are far away from each other, the sewage is lifted to the highest point between the first guide wall 11 and the second guide wall 12 by the flow speed difference of the sewage and then is distributed to the side where the first guide wall 11 and the second guide wall 12 are far away from each other, so that the sewage can continuously flow in the reactor 1, a better stirring effect is achieved on the sewage, no equipment for stirring the sewage is required to be installed in the reactor 1, and the structure of the sewage treatment equipment is further simplified; because the water distribution device 4 distributes water to the side of the second guide wall 12 away from the first guide wall 11, the sewage on the side of the second guide wall 12 away from the first guide wall 11 gradually increases, so that most of the sewage between the first guide wall 11 and the second guide wall 12 flows in the direction close to the first guide wall 11 when the sewage rises to the highest point, which accelerates the sewage in the reactor 1 to flow into the sedimentation tank 3.

When the air lifting and pushing device 5 aerates between the first guide wall 11 and the second guide wall 12, the dissolved oxygen provided by the air lifting and pushing device 5 descends in a gradient manner along with the upward movement of water flow, namely, the air lifting and pushing device 5 can provide a good aerobic space for the area between the first guide wall 11 and the second guide wall 12, so that the sewage can realize the nitrification process; the side, far away from each other, of the first guide wall 11 and the second guide wall 12 is an anoxic space, so that the sewage can realize the denitrification process; a gas chamber 13 is arranged above the reactor 1, the gas chamber 13 is a hollow shell communicated with the interior of the reactor 1, and nitrogen generated in the denitrification process can enter the gas chamber 13.

Because the water distribution device 4 continuously distributes water to the inside of the reactor 1, the air lifting and pushing device 5 aerates the inside of the reactor 1, so that the flowing speed of the sewage in the inside of the reactor 1 is too high, the cross-sectional area of the collecting tank 15 is gradually increased from bottom to top, and thus the water flow speed is properly reduced when the sewage in the inside of the reactor 1 flows into the collecting tank 15, and the possibility that the sewage flows to the outside from the top of the collecting tank 15 is reduced.

Referring to fig. 2, the activated sludge at the bottom of the sedimentation tank 3 may need to be further nitrified and denitrified inside the reactor 1, a sludge return pipe 33 communicated with the inside of the sedimentation tank 3 is arranged at a position close to the tip of the sedimentation tank 3, one end of the sludge return pipe 33 far away from the sedimentation tank 3 is communicated with the inside of the reactor 1 at one side of the second guide wall 12 far away from the first guide wall 11, the activated sludge inside the sedimentation tank 3 can flow into the sedimentation tank 3 under the action of self gravity and pressure, and control valves 34 are arranged on the sludge return pipe 33 and the sludge discharge pipe 32.

Referring to fig. 3, the air lift device 5 includes an aeration pipe 51 and an air supply assembly 52, the aeration pipe 51 is provided with a plurality of, in the utility model, the aeration pipe 51 is provided with five altogether, the axis level of aeration pipe 51 is parallel with the plane where the first guide wall 11 is located, five aeration pipes 51 are the arrangement mode that tends to be dense from both sides to the center between the first guide wall 11 and the second guide wall 12, both ends of aeration pipe 51 are sealed, a plurality of aeration holes have upwards been seted up on the side of aeration pipe 51, the air supply assembly 52 is provided on the reactor 1 and communicates with the inside of aeration pipe 51. When it is necessary to aerate the interior of the reactor 1 by using the air lifting and pushing device 5, the air supply module 52 is turned on, the air supply module 52 blows air into the aeration pipe 51, and the air in the aeration pipe 51 enters the region between the first guide wall 11 and the second guide wall 12 through the aeration holes.

Referring to fig. 3, the air supply assembly 52 includes an air pump 521 and a main pipe 522, the main pipe 522 is horizontally disposed above the bottom surface of the reactor 1, the axial direction of the main pipe 522 is perpendicular to the axial direction of the aeration pipes 51, all five aeration pipes 51 are communicated with the interior of the main pipe 522, one end of the main pipe 522 is sealed, and the other end of the main pipe 522 extends to the outside of the reactor 1 and is connected to the air pump 521.

Referring to fig. 1 and 2, the water distribution device 4 includes a water distribution tank 41, a water distribution pipe 42 and a water distribution pump 43, the water distribution tank 41 is disposed at one side of the reactor 1, the second guide wall 12 is hollow, one end of the water distribution pipe 42 is communicated with the inside of the water distribution tank 41, the other end of the water distribution pipe extends into the second guide wall 12 after penetrating through the side wall of the reactor 1 and is communicated with the inside of the second guide wall 12, and a side of the second guide wall 12 away from the first guide wall 11 is provided with a water distribution hole 16 communicated with the inside of the second guide wall 12. When the water distribution device 4 needs to be used, the water distribution pump 43 is turned on, the water distribution pump 43 will deliver the water solution inside the water distribution tank 41 to the inside of the second guide wall 12 through the water distribution pipe 42, and finally the water solution inside the second guide wall 12 will enter the inside of the reactor 1 through the water distribution holes 16.

To sum up, the utility model discloses a use does: people add the sewage to be treated into the water distribution tank 41, and the water distribution pump 43 can convey the sewage in the water distribution tank 41 into the reactor 1 through the water distribution pipe 42; the air pump 521 is started, the air pump 521 inflates the interior of the aeration pipe 51 through the trunk pipe 522, and the air in the interior of the aeration pipe 51 enters the interior of the reactor 1 through the aeration holes, so that the sewage can form an internal circulation water flow in which the middle water flow flows upwards and the two side water flows downwards in the interior of the reactor 1, and the sewage can be fully stirred; inside sewage entered into sedimentation tank 3 through delivery port 14, collecting vat 15 and outlet pipe 2 after reactor 1 is inside nitrify and the denitrification, sewage sedimentated in sedimentation tank 3 is inside, and activated sludge can move down along the inner wall of sedimentation tank 3, flows the outside to sedimentation tank 3 through mud pipe 32 at last.

The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.

Claims (10)

1. The utility model provides a vertical integrated sewage treatment device of inner loop which characterized in that: including being used for nitrifying and denitrifying vertical reactor (1) to sewage, communicate water distribution device (4) to the inside water distribution of reactor (1) on reactor (1), the upper and lower two terminal surfaces of reactor (1) are all sealed, delivery port (14) have been seted up on reactor (1), one side of reactor (1) is provided with most advanced decurrent toper sedimentation tank (3), sedimentation tank (3) and reactor (1) fixed connection, be connected with outlet pipe (2) between delivery port (14) and sedimentation tank (3), outlet pipe (2) are being close to sedimentation tank (3) most advanced position and sedimentation tank (3) inside intercommunication, sedimentation tank (3) are close to most advanced position and are connected with mud pipe (32), sedimentation tank (3) are close to the position of up end and are provided with out basin (31).

2. The vertical integrated sewage treatment plant of claim 1, wherein: the reactor is characterized in that a first vertical guide wall (11) and a second vertical guide wall (12) are arranged inside the reactor (1), the first guide wall (11) and the second guide wall (12) are parallel to each other and are fixedly connected with the side wall of the reactor (1), a water outlet (14) is formed in one side, away from the second guide wall (12), of the first guide wall (11), gaps are formed between the upper end face and the lower end face of the first guide wall (11) and the second guide wall (12) and between the upper end face and the lower end face of the reactor (1), an air lifting and pushing device (5) for aerating between the first guide wall (11) and the second guide wall (12) is arranged on the reactor (1), and an air chamber (13) communicated with the inside of the reactor (1) is arranged above the reactor (1).

3. The vertical integrated sewage treatment device of claim 2, wherein: the air lifting and pushing device (5) comprises a plurality of aeration pipes (51) which are arranged in the reactor (1) and are abutted to the lower end face of the reactor (1), two ends of each aeration pipe (51) are sealed, upward aeration holes are formed in the peripheral face of each aeration pipe (51), and an air supply assembly (52) for blowing air into each aeration pipe (51) is arranged on the reactor (1).

4. The vertical integrated sewage treatment plant of claim 3, wherein: the gas supply assembly (52) comprises a main pipe (522), the main pipe (522) is horizontally arranged inside the reactor (1) and is simultaneously communicated with the plurality of aeration pipes (51), one end of the main pipe (522) is sealed, and the other end of the main pipe extends to the outer side of the reactor (1) and is connected with a gas pump (521).

5. The vertical integrated sewage treatment plant of claim 3, wherein: the axial direction of the aeration pipes (51) is parallel to the plane of the first guide wall (11), and the plurality of aeration pipes (51) are arranged between the first guide wall (11) and the second guide wall (12) in a mode of approaching to be dense from two sides to the center.

6. The vertical integrated sewage treatment device of claim 2, wherein: the tip of the sedimentation tank (3) is intersected with the edge of the lower end face of the reactor (1) at one side of the second guide wall (12) far away from the first guide wall (11), and the upper end face of the reactor (1) is positioned inside the upper end face of the sedimentation tank (3).

7. The vertical integrated sewage treatment plant of claim 6, wherein: the outside of reactor (1) is provided with collecting vat (15) with delivery port (14) intercommunication, and the one end that reactor (1) was kept away from in collecting vat (15) extends to the outside of sedimentation tank (3), and outlet pipe (2) are provided with two altogether, and two outlet pipe (2) symmetry set up the both sides at collecting vat (15).

8. The vertical integrated sewage treatment plant of claim 7, wherein: the highest point of the water outlet (14) is flush with the lower surface of the upper end surface of the reactor (1), the cross section of the collecting tank (15) is triangular, and the cross section area of the collecting tank (15) is gradually increased from bottom to top.

9. The vertical integrated sewage treatment device of claim 2, wherein: the water distribution device (4) comprises a water distribution tank (41) arranged on one side of the reactor (1), a water distribution pipe (42) is connected to the water distribution tank (41), the inside of the second guide wall (12) is hollow, one end, far away from the water distribution tank (41), of the water distribution pipe (42) penetrates through the side wall of the water distribution tank (41) and then is communicated with the inside of the second guide wall (12), a water distribution hole (16) is formed in the side face, far away from the first guide wall (11), of the second guide wall (12), and a water distribution pump (43) is arranged on the water distribution pipe (42).

10. The vertical integrated sewage treatment plant of claim 9, wherein: a sludge return pipe (33) communicated with the interior of the sedimentation tank (3) is arranged at a position close to the tip end of the sedimentation tank (3), one end of the sludge return pipe (33) far away from the sedimentation tank (3) is communicated with the interior of the reactor (1) at one side of the second guide wall (12) far away from the first guide wall (11), and control valves (34) are arranged on the sludge return pipe (33) and the sludge discharge pipe (32).

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