CN220336045U - Constructed wetland is with preventing blockking up pipeline - Google Patents

Abstract

The utility model discloses an anti-blocking pipeline for an artificial wetland, which belongs to the technical field of artificial wetland treatment and aims at the problem that the artificial wetland pipeline is easy to block in the process of long-time sewage discharge and water discharge, and the anti-blocking pipeline comprises a water inlet pipe, wherein one end of the water inlet pipe is communicated with a flow guide pipe, one end of the flow guide pipe is communicated with a water outlet pipe, the inner side wall of the flow guide pipe is rotationally connected with a rotating shaft, two symmetrically arranged turbine blades are fixedly sleeved on the outer side wall of the rotating shaft, and a dredging assembly is arranged between the flow guide pipe and the water outlet pipe; according to the utility model, the turbine fan blade can be driven to rotate by the water inlet pipe to drain the inside of the flow guide pipe, so that the flow guide pipe can guide the flow, a certain anti-blocking effect is achieved, the flow guide pipe can be cleaned by the external water pipe of the flow guide pipe through the connecting pipe, and the maintenance is more convenient.

Description

Constructed wetland is with preventing blockking up pipeline

Technical Field

The utility model belongs to the technical field of artificial wetland treatment, and particularly relates to an anti-blocking pipeline for an artificial wetland.

Background

The artificial wetland plays an important role in environmental treatment, sewage and sludge enter the artificial wetland through a sewage discharge pipeline, and the existing artificial wetland is mostly composed of an artificial matrix, aquatic plants and microorganisms, wherein the artificial matrix mainly comprises a plurality of layers of filling materials such as soil, gravel, medium-grain-size stones and large-grain-size stones, and the artificial matrix and the aquatic plants and the microorganisms realize sewage purification through physical, chemical and biological triple effects.

Many pipelines can be put in to the constructed wetland inside, and the water conservancy diversion of these pipelines mainly used sewage sludge discharges, and pipeline is discharged the in-process inside dirty impurity pile up for a long time and is caused the pipeline to be unobstructed inadequately or take place to block up easily, influences its drainage rate then, and the blowdown is consuming time and is prolonged, needs the manual work to dredge the pipeline often, and the operation is comparatively troublesome, and the maintenance cost is higher.

Therefore, an anti-blocking pipeline for the constructed wetland is needed, and the problem that the constructed wetland pipeline is easy to block in the long-time sewage draining and water discharging process is solved.

Disclosure of Invention

The utility model aims to provide an anti-blocking pipeline for an artificial wetland, so as to solve the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an constructed wetland is with preventing blockking up pipeline, includes the inlet tube, the one end intercommunication of inlet tube has the honeycomb duct, the one end intercommunication of honeycomb duct has the outlet pipe, the inside wall of honeycomb duct rotates and is connected with the pivot, the lateral wall fastening of pivot has cup jointed two turbine flabellums that are the symmetry setting, the honeycomb duct with be provided with between the outlet pipe and dredge the subassembly.

In the scheme, it is to be noted that, dredge the subassembly include a plurality of with the dead lever that the honeycomb duct inside wall is fixed, a plurality of be annular distribution between the dead lever, a plurality of be fixed with the slip cap jointly between the dead lever, the inside wall of slip cap is fixed with the slip lever, the one end of slip lever is fixed with movable stopper, the pivot is provided with the U-shaped section, the lateral wall of U-shaped section rotates and cup joints the swivel becket, the lateral wall of swivel becket is fixed with the connecting rod, the one end of connecting rod with the one end of slip lever articulates each other.

It is further worth to say that the lateral wall of honeycomb duct communicates there is the connecting pipe, the one end intercommunication of connecting pipe has the closing cap, the closing cap with be fixed with the ring flange () between the connecting pipe.

It should be further noted that the connection pipe and the flow guiding pipe are arranged in an inclined manner, and the connection pipe is located at one side of the turbine fan blade away from the movable plug.

As a preferred implementation mode, the movable plug is arranged in a conical shape, the size of the movable plug is matched with that of the water outlet pipe, and the inner wall of one end of the water outlet pipe is arranged in an arc surface.

As a preferred implementation mode, the two turbine blades are respectively positioned at two sides of the U-shaped section, and the pipe diameters of the water inlet pipe and the water outlet pipe are smaller than the pipe diameter of the flow guide pipe.

Compared with the prior art, the anti-blocking pipeline for the constructed wetland provided by the utility model at least comprises the following beneficial effects:

(1) Through the inside drainage of inlet tube guide pipe, can drive turbine blade and rotate, carry out the water conservancy diversion then, have certain anti-blocking effect, can also cooperate when rotating through turbine blade and dredge the subassembly and dredge the outlet pipe, avoid the outlet pipe to pile up stifled at the in-process of blowdown, have better anti-blocking effect.

(2) The impact force that rivers produced can drive turbine flabellum and pivot and rotate when the blowdown, have better water conservancy diversion effect, can also drive movable plug and carry out round trip movement when the pivot rotates, derive and boost the mouth of pipe to the outlet pipe then, avoided the outlet pipe to take place to block up when the blowdown, the blowdown process is unobstructed more, through setting up the connecting pipe, can make the external water pipe of honeycomb duct wash honeycomb duct and outlet pipe, also be convenient for look over and maintain the subassembly in the honeycomb duct simultaneously, it is more convenient to use.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic view of a honeycomb duct structure according to the present utility model;

FIG. 3 is a schematic view of a dredging assembly according to the utility model;

FIG. 4 is a schematic view of a turbine blade according to the present utility model.

In the figure: 1. a water inlet pipe; 2. a flow guiding pipe; 3. a water outlet pipe; 4. a rotating shaft; 5. turbine blades; 6. a grooming assembly; 7. a fixed rod; 8. a sliding sleeve; 9. a slide bar; 10. a movable plug; 11. a U-shaped section; 12. a rotating ring; 13. a connecting rod; 14. a connecting pipe; 15. a cover; 16. and a flange plate.

Detailed Description

The utility model is further described below with reference to examples.

Referring to fig. 1-4, the utility model provides an anti-blocking pipeline for an artificial wetland, which comprises a water inlet pipe 1, wherein one end of the water inlet pipe 1 is communicated with a water guide pipe 2, one end of the water guide pipe 2 is communicated with a water outlet pipe 3, the inner side wall of the water guide pipe 2 is rotationally connected with a rotating shaft 4, two symmetrically arranged turbine blades 5 are fixedly sleeved on the outer side wall of the rotating shaft 4, and a dredging assembly 6 is arranged between the water guide pipe 2 and the water outlet pipe 3; through the inside drainage of inlet tube 1 guide tube 2, can drive turbine blade 5 and rotate, carry out the water conservancy diversion then, have certain anti-blocking effect, can also cooperate when rotating through turbine blade 5 and dredge subassembly 6 and dredge outlet pipe 3, avoid outlet pipe 3 to pile stifled at the in-process of blowdown to take place, have better anti-blocking effect.

As further shown in fig. 2, 3 and 4, it is worth specifically explaining that the dredging component 6 includes a plurality of fixing rods 7 fixed with the inner side wall of the flow guiding pipe 2, the plurality of fixing rods 7 are distributed in a ring shape, a sliding sleeve 8 is jointly fixed between the plurality of fixing rods 7, a sliding rod 9 is fixed on the inner side wall of the sliding sleeve 8, a movable plug 10 is fixed on one end of the sliding rod 9, a U-shaped section 11 is arranged on the rotating shaft 4, a rotating ring 12 is sleeved on the outer side wall of the U-shaped section 11 in a rotating manner, a connecting rod 13 is fixed on the outer side wall of the rotating ring 12, and one end of the connecting rod 13 is mutually hinged with one end of the sliding rod 9; the impact force generated by water flow during sewage discharge can drive the turbine fan blade 5 and the rotating shaft 4 to rotate, so that the good flow guiding effect is achieved, the rotating shaft 4 can drive the movable plug 10 to move back and forth while rotating, then the pipe orifice of the water outlet pipe 3 is deduced and pressurized, the water outlet pipe 3 is prevented from being blocked during sewage discharge, and the sewage discharge process is smoother.

As further shown in fig. 1 and 2, it should be specifically explained that the outer side wall of the flow guiding tube 2 is communicated with a connecting tube 14, one end of the connecting tube 14 is communicated with a sealing cover 15, and a flange (16) is fixed between the sealing cover 15 and the connecting tube 14.

The scheme comprises the following working processes: this pipeline is carrying out the in-process of water, rivers are discharged to honeycomb duct 2 by inlet tube 1, finally discharge through outlet pipe 3, blowdown in-process, sewage gets into honeycomb duct 2 and assaults two turbine flabellums 5, then make turbine flabellum 5 rotate along with rivers, have better water conservancy diversion effect when turbine flabellum 5 rotates, can also drive pivot 4 and rotate simultaneously when turbine flabellum 5 rotates, U-shaped section 11 rotates along with it when pivot 4 rotates, U-shaped section 11 cooperates through rotation ring 12 and connecting rod 13 and pulls slide bar 9 and carries out the round trip movement, slide bar 9 drives movable plug 10 and carries out round trip movement when round trip movement, derive and boost the mouth of pipe 3 then, guarantee then that outlet pipe 3 is comparatively unobstructed at the blowdown in-process, can avoid outlet pipe 3 to take place to pile up, meet when blockking up and turbine flabellum 5 and movable plug 10 can't dredge, open closing cap 15, through external pipeline and booster pump, direct guide pipe 2 inside carries out the high pressure water injection, can dredge outlet pipe 3, connecting pipe 14 also can observe and maintain the inside subassembly of honeycomb duct 2 simultaneously, it is more convenient to use.

The working process can be as follows: through the inside drainage of inlet tube 1 guide tube 2, can drive turbine blade 5 and rotate, carry out the water conservancy diversion then, have certain anti-blocking effect, can also cooperate when rotating through turbine blade 5 and dredge subassembly 6 and dredge outlet pipe 3, avoid outlet pipe 3 to pile stifled at the in-process of blowdown to take place, have better anti-blocking effect.

As further shown in fig. 1 and 2, it should be specifically explained that the connection pipe 14 is disposed obliquely between the flow guiding pipe 2, and the connection pipe 14 is located at one side of the turbine blade 5 away from the movable plug 10; through setting up connecting pipe 14, can make the external water pipe of honeycomb duct 2 wash honeycomb duct 2 and outlet pipe 3, also be convenient for look over and maintain the subassembly in the honeycomb duct 2 simultaneously, it is more convenient to use.

Further, as shown in fig. 1 and fig. 2, it is worth specifically explaining that the movable plug 10 is in a conical shape, the size of the movable plug 10 is adapted to that of the water outlet pipe 3, and an inner wall at one end of the water outlet pipe 3 is in a cambered surface.

Further, as shown in fig. 1 and fig. 4, it is worth specifically explaining that the two turbine blades 5 are respectively located at two sides of the U-shaped section 11, and the pipe diameters of the water inlet pipe 1 and the water outlet pipe 3 are smaller than the pipe diameter of the flow guiding pipe 2.

To sum up: the impact force that rivers produced can drive turbine flabellum 5 and pivot 4 and rotate when the blowdown, have better water conservancy diversion effect, pivot 4 pivoted can also drive activity stopper 10 and carry out the round trip movement in the time, derive and boost the mouth of pipe to outlet pipe 3 then, avoided outlet pipe 3 to take place to block up when the blowdown, the blowdown process is unobstructed more, through setting up connecting pipe 14, can make the external water pipe of honeycomb duct 2 wash honeycomb duct 2 and outlet pipe 3, also be convenient for simultaneously observe and maintain the subassembly in the honeycomb duct 2, it is more convenient to use.

Claims (6)

1. The utility model provides an constructed wetland is with preventing blockking up pipeline, includes inlet tube (1), its characterized in that, the one end intercommunication of inlet tube (1) has honeycomb duct (2), the one end intercommunication of honeycomb duct (2) has outlet pipe (3), the inside wall rotation of honeycomb duct (2) is connected with pivot (4), the lateral wall fastening of pivot (4) has cup jointed two turbine flabellums (5) that are the symmetry setting, honeycomb duct (2) with be provided with between outlet pipe (3) and dredge subassembly (6).

2. The anti-clogging pipeline for the constructed wetland according to claim 1, wherein: the utility model provides a dredge subassembly (6) including a plurality of with dead lever (7) that honeycomb duct (2) inside wall is fixed, a plurality of be annular distribution between dead lever (7), a plurality of be fixed with between dead lever (7) together and slide sleeve (8), the inside wall of slide sleeve (8) is fixed with slide bar (9), the one end of slide bar (9) is fixed with movable stopper (10), pivot (4) are provided with U-shaped section (11), the lateral wall of U-shaped section (11) rotates and has cup jointed swivel becket (12), the lateral wall of swivel becket (12) is fixed with connecting rod (13), the one end of connecting rod (13) with the one end of slide bar (9) articulates each other.

3. The anti-clogging pipe for artificial wetland according to claim 2, wherein: the outer side wall of the flow guide pipe (2) is communicated with a connecting pipe (14), one end of the connecting pipe (14) is communicated with a sealing cover (15), and a flange plate (16) is fixed between the sealing cover (15) and the connecting pipe (14).

4. A non-clogging duct for constructed wetlands according to claim 3, wherein: the connecting pipe (14) and the flow guide pipe (2) are obliquely arranged, and the connecting pipe (14) is positioned at one side of the turbine fan blade (5) far away from the movable plug (10).

5. The anti-clogging pipeline for the constructed wetland according to claim 4, wherein: the movable plug (10) is arranged in a conical shape, the size of the movable plug (10) is matched with that of the water outlet pipe (3), and the inner wall of one end of the water outlet pipe (3) is arranged in an arc surface.

6. The anti-clogging pipeline for the constructed wetland according to claim 5, wherein: the two turbine blades (5) are respectively positioned at two sides of the U-shaped section (11), and the pipe diameters of the water inlet pipe (1) and the water outlet pipe (3) are smaller than the pipe diameter of the guide pipe (2).