CN220788251U - Honeycomb type mud-water separation device - Google Patents

Abstract

The application discloses a honeycomb type mud-water separation device, which comprises two groups of gas stripping components, wherein a precipitation area is formed between the two groups of gas stripping components, any group of gas stripping components comprises an outer backboard vertically arranged and an inner backboard which is parallel to the outer backboard and is arranged at intervals, and a plurality of vertical and independent mud gas stripping reflux lifting channels are arranged between the outer backboard and the inner backboard at intervals; wherein, two outer backplate are downwards along to sedimentation zone bottom plate department, and two interior backplate are located respectively between two outer backplate, and arbitrary interior backplate bottom all is provided with the swash plate of buckling towards another interior backplate direction, and two swash plate tip interval sets up and forms the V font mud bucket that has the narrow slit, and sedimentation zone bottom is provided with the gas diffusion equipment that is used for producing the bubble. The device completely bannes the mud scraping and sucking machine and the mechanical pump that the accident rate is high and the energy consumption is high, solves the technical problem that the bottom of the sedimentation zone is easy to form dead angle that traditional single-gas stripping single-point reflux causes under the premise that traditional gas stripping devices are not additionally arranged.

Description

Honeycomb type mud-water separation device

Technical Field

The application relates to the technical field of sewage treatment, in particular to a honeycomb type mud-water separation device.

Background

The mud-water separation process is most widely applied to a plurality of water treatment processes such as anaerobic process, aerobic process, high-density precipitation and the like, and is also an indispensable key functional unit for common and general application.

The traditional mud-water separation device needs to be provided with a gas stripping device or a mechanical pump and the like at the bottom of a sedimentation zone to realize the backflow of sludge, the single-point backflow of the gas stripping device can lead to dead angles at the bottom of the sedimentation zone, the phenomena of sludge piling, dead sludge, floating sludge and the like at the bottom cannot be avoided, a sludge scraping and sucking machine is generally adopted to clean the sludge at the bottom, and mechanical equipment such as the mechanical pump or the sludge scraping machine has the defect of high accident rate and high energy consumption. Meanwhile, the existing stripping device is single-point reflux, if the sludge at the bottom of the sedimentation zone is required to be completely stripped, a plurality of stripping devices are required to be additionally arranged, the use cost of the separation device is increased, and the stripping efficiency cannot be ensured.

Therefore, aiming at the technical problems, how to promote the reflux of the sludge separated from the sedimentation zone and ensure the promotion of the reflux efficiency is a technical problem which needs to be solved by the technicians in the field under the premise of canceling mechanical equipment with high accident rate and high energy consumption such as a mechanical pump or a mud scraper and without arranging a traditional air stripping device.

Disclosure of utility model

The application aims to provide a honeycomb type mud-water separation device which completely eliminates a mud scraping and sucking machine and a mechanical pump which are relied on by a traditional process with high accident rate and high energy consumption, and solves the technical problem that dead angles are easy to form at the bottom of a sedimentation zone caused by single-point backflow of a traditional gas stripping device on the premise that the traditional gas stripping device is not required to be arranged.

In order to achieve the above purpose, the application provides a honeycomb type mud-water separation device, which comprises two groups of gas stripping components, wherein a precipitation area is formed between the two groups of gas stripping components, each group of gas stripping components comprises an outer backboard vertically arranged and an inner backboard which is parallel to the outer backboard and is arranged at intervals, and a plurality of vertical and independent sludge gas stripping reflux lifting channels are arranged at intervals between the outer backboard and the inner backboard;

wherein, two outer backplate extend to sedimentation zone bottom, two the interior backplate is located two respectively between the outer backplate, and any interior backplate bottom all is provided with towards another the swash plate that the interior backplate direction was buckled, two swash plate tip interval sets up and forms the V font mud bucket that has the narrow slit, the unsettled setting of V font mud bucket, sedimentation zone bottom is provided with the gas diffusion equipment that is used for producing the bubble.

Preferably, the outer backboard and the inner backboard in the same group of stripping components are fixedly provided with corrugated boards with grooves in vertical directions, and the grooves on the corrugated boards are respectively closely adjacent to the outer backboard and the inner backboard and only have lifting channels with two open ends.

Preferably, the parts with protruding features on two sides of the corrugated board are welded or clamped with the outer backboard and the inner backboard on two sides, and an independent prefabricated structure is formed, and a plurality of prefabricated structures are connected in a sealing mode to form the lifting channel with adjustable length and height.

Preferably, two adjacent prefabricated structures are connected in a sealing manner through a plurality of T-shaped connectors, the T-shaped connectors are used for connecting two adjacent side edges of the outer back plate or two adjacent side edges of the inner back plate, and any T-shaped connector comprises:

The connecting plate is overlapped with two side edges adjacent to the two outer back plates or overlapped with two side edges adjacent to the two inner back plates;

The reinforcing plate is arranged in the middle of the connecting plate and used for reinforcing the connecting strength of the connecting plate;

and the locking piece is used for locking the part, which is overlapped with the outer backboard or the inner backboard, of the connecting plate.

Preferably, the bending angle of the inclined plate is 30-70 degrees, an inverted V-shaped gas collecting hood is arranged above or below the narrow slit, and gaps are reserved between the lower edges of two sides of the inverted V-shaped gas collecting hood and the two inclined plates.

Preferably, the horizontal width of the two ends of the inverted V-shaped gas collecting hood is larger than the width of the narrow slit.

Preferably, the two groups of stripping components are arranged in the outer box body, the outer back plates in the two groups of stripping components extend downwards and towards two sides and are propped against the bottom surface and two side surfaces of the outer box body, and a reaction zone is formed between the outer back plates and the other two side surfaces of the outer box body.

Preferably, the inner back plates of the two groups of stripping components extend to two sides and are propped against two side surfaces of the outer box body to form the lifting channel which is communicated with the box body, the inner back plates extend upwards and exceed the height of the outer back plates, and the height of the outer back plates is not higher than 1m of the precipitation liquid level of the precipitation zone.

Preferably, a gas diffusion device for generating bubbles is also arranged at the bottom of the reaction zone, and the gas diffusion device is externally connected with a fan.

Preferably, the outer box body is of a concrete structure or a steel structure.

Compared with the background art, the air bubble lifting device has the advantages that the plurality of vertical and independent lifting channels are arranged at intervals between the outer backboard and the inner backboard, so that air bubbles generated by the gas diffusion equipment at the bottom are more easily and uniformly cut into each independent lifting channel, the turbulence phenomenon caused by rising of air and water due to overlarge horizontal section area of the lifting channels in the rising process of the air bubbles generated by the gas diffusion equipment can be effectively solved, the phenomenon that the air bubbles collide with each other and are aggregated and enlarged to break is avoided, and the lifting phenomenon is reduced or even avoided, so that the air lifting efficiency is improved.

Compared with the traditional precipitation gas stripping reflux which can only realize the lifting phenomenon of a single gas stripping reflux point, the invention can effectively solve the technical problem that dead angles are easy to form at the bottom of a precipitation zone caused by the traditional single gas stripping single point reflux by utilizing the technical characteristics that a lifting channel and a mud bucket of the precipitation gas stripping reflux can uniformly lift in parallel cross section, thereby easily generating the phenomena of mud piling, mud death and mud floating at the bottom and synchronously realizing hundred percent full reflux of zero-energy consumption mud. In addition, under the combined synergistic effect of a plurality of independent lifting channels and gas diffusion equipment, the invention can realize that the lifting channels are used as lifting channels for sludge deposited at the bottom, and the sludge deposited in the deposition area can realize the lifting and reflux of the sludge by gas stripping without additionally adding a traditional gas stripping device under the combined effect of the gas diffusion equipment arranged on the bottom plate of the sludge deposition area.

The separate lifting channels of the present invention are functionally equivalent to conventional stripped lifting pipes, while the gas diffusion apparatus at the bottom is functionally equivalent to conventional stripped stripping diffusion pipes. Therefore, the sludge separated by the sedimentation device of the invention quickly slides to the aerobic reaction zone at the bottom of the sedimentation device under the action of gravity, and the invention provides a power source for air lifting and lifting for the independent lifting channels while realizing quick reoxygenation and activation, thus realizing the dual purposes of air lifting and total reflux of the sludge with zero energy consumption. Because the mud bucket of the sedimentation device is arranged in a suspended manner, the residence time of the mud in the mud bucket can be greatly shortened, and the phenomenon of denitrification floating mud and the like caused by long-time residence of the mud in the mud bucket can be avoided. The mud bucket is suspended, so that the mud bucket is very easy to be arranged in a reaction zone, a traditional external secondary sedimentation tank can be canceled, an integrated structural design is synchronously realized, and the occupied area and the investment cost are saved.

Simultaneously, under the combined synergistic effect of the V-shaped mud bucket and the gas diffusion equipment, the technical characteristics of narrow slits and suspension of the mud bucket can be fully utilized, and the unpowered total reflux of the sludge to the aerobic reaction zone at the bottom under the action of gravity is realized. The device can also realize the effect of diversion and steering on rising bubbles generated by bottom gas diffusion equipment by means of inclined plates on two sides of a narrow slit by means of the suspended technical characteristics of the mud bucket, collect more gas lifting power source gas quantity for a lifting channel, so as to achieve the effect of improving gas lifting efficiency, realize zero-energy-consumption type full-gas lifting reflux of mud synchronously, and get rid of the technical problems of high energy consumption, high failure rate of a mud scraping and sucking machine, a mud reflux pump and other mechanical power equipment which are necessary to be relied on in traditional mud-water separation and precipitation.

Drawings

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

FIG. 1 is a schematic cross-sectional view of a honeycomb-type mud-water separation device according to an embodiment of the present application;

FIG. 2 is a top view of a honeycomb-type mud-water separator according to an embodiment of the present application;

FIG. 3 is a schematic view of a lift channel arrangement structure according to an embodiment of the present application;

Fig. 4 is an enlarged schematic view of the structure of fig. 3 at a.

In the figure: 1. the device comprises an outer box body 2, an outer backboard 3, an inner backboard 4, a lifting channel 5, an inclined plate 6, a narrow slit 7, an inverted V-shaped gas collecting hood 8, gas diffusion equipment 9, a sedimentation zone 10, a reaction zone 11, a fan 12, a water outlet tank 13, a T-shaped connecting piece 131, a connecting plate 132, a reinforcing plate 133 and a locking piece.

Detailed Description

The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.

It should be noted that, in the present embodiment, the orientation or positional relationship indicated by "upper", "lower", "front", "rear", etc. is based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present application and simplifying the description, and does not indicate or imply that the device or element to be referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," "fourth," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

The present application will be further described in detail below with reference to the drawings and detailed description for the purpose of enabling those skilled in the art to better understand the aspects of the present application.

In this embodiment, a honeycomb-type mud-water separation device is provided, the device includes two groups of gas stripping components, the region between the two groups of gas stripping components is a sedimentation zone 9, please refer to fig. 1, any group of gas stripping components includes an outer backboard 2 vertically arranged and an inner backboard 3 parallel to the outer backboard 2 but arranged at intervals, in the same group of gas stripping components, the inner backboard 3 and the outer backboard 2 are required to be arranged in one-to-one correspondence, and a certain width interval exists between the two, and a plurality of vertical lifting channels 4 which can be relatively independent are arranged in the corresponding interval.

Meanwhile, referring to fig. 1, two inner back plates 3 are located between two outer back plates 2, inclined plates 5 bent towards the other inner back plate 3 are arranged at the bottoms of the inner back plates 3, V-shaped mud hoppers with narrow slits 6 are formed at the ends of the two inclined plates 5, and gas diffusion equipment 8 for generating bubbles is arranged at the bottoms of the settling areas 9.

In particular, the mutually independent lifting channels 4 make it easier to collect and cut uniformly into each independent lifting channel 4 the vast majority of the bubbles generated by the bottom gas diffusion device 8. Because the bubbles generated by the gas diffusion device 8 are excessively large in the rising process, turbulence phenomenon occurs in the rising process of the gas and the water due to the excessively large horizontal cross section area of the lifting channel 4, and the occurrence of the turbulence phenomenon inevitably causes the phenomenon that the bubbles are easily gathered into large bubbles due to the mutual collision of the bubbles and the explosion phenomenon occurs, the gas stripping lifting efficiency is reduced, and even the phenomenon that the gas stripping is not lifted due to the explosion of the bubbles is likely to occur, so that the accident of failure of gas stripping lifting can occur. The application can fundamentally avoid the occurrence of the phenomenon by utilizing the special structure of the mutually independent lifting channels 4, thereby being more beneficial to improving the gas lifting and lifting efficiency.

Compared with the traditional precipitation gas stripping reflux which can only realize the lifting phenomenon of a single gas stripping reflux point, the invention utilizes the technical characteristics of uniform lifting of the section of the lifting channel 4, and can also effectively solve the technical problems that dead angles are easy to form at the bottom of the precipitation zone 9 caused by the traditional single gas stripping single point reflux, thereby easily generating the phenomena of mud piling, mud death and mud floating at the bottom, and synchronously realizing hundred percent full reflux of zero-energy consumption type sludge.

In addition, by means of the relatively independent lifting channels 4 and under the synergistic effect of the gas diffusion devices 8 at the bottom of the lifting channels, the flexible regulation and control of the gas-liquid rising flow rate of each independent lifting channel 4 can be realized by adjusting the gas supply strength of the gas diffusion devices 8 so as to meet the sufficient gas-liquid rising flow rate required by flocculent sludge granulation in different adjustment stages. By means of the arrangement of the independent lifting channels 4, the sufficient friction force between flocculent sludge and the wall of each independent lifting channel 4 can be generated by depending on the sufficient gas-liquid rising flow rate, the contact area required by flocculent sludge polishing can be greatly increased, and the polishing of the flocculent sludge into granular sludge can be accelerated, so that the technical problem of accelerating the granulating process of the sludge is effectively solved.

It is worth noting that under the co-action of the independent lifting channels 4 and the gas diffusion device 8, the lifting channels 4 can be used as lifting channels 4 for sludge deposited at the bottom, and the sludge deposited in the deposition area 9 can realize the whole gas stripping lifting reflux of the deposited sludge without additionally adding a traditional gas stripping device.

It should be noted that these separate lifting channels 4 of the present invention are functionally equivalent to conventional stripped lifting pipes, while the gas diffusion device 8 at the bottom thereof is functionally equivalent to conventional stripped stripping diffusion pipes. Therefore, the sludge separated by the sedimentation device of the invention quickly slides to the aerobic reaction zone 10 at the bottom of the sedimentation device under the action of gravity, and the power source for gas lifting is improved for the independent lifting channels 4 of the invention while quick reoxygenation and activation are realized, so that the dual-purpose gas-free zero-energy-consumption sludge gas lifting and reflux is realized. Because the mud bucket of the sedimentation device is arranged in a suspended manner, the residence time of the mud in the mud bucket can be greatly shortened, and the phenomenon of denitrification floating mud and the like caused by long-time residence of the mud in the mud bucket can be avoided. The mud bucket is suspended, so that the mud bucket is very easy to be arranged in the reaction zone 10, a traditional external secondary sedimentation tank can be canceled, an integrated structural design is synchronously realized, and the occupied area and the investment cost are saved. Meanwhile, the structural strength of the independent lifting channel 4 clamped between the inner back plate and the outer back plate can be greatly enhanced, so that the thickness and the weight of the plates of the sedimentation device can be reduced, and the technical problems of difficult investment saving and difficult installation can be solved.

Under the combined synergistic effect of the V-shaped mud bucket and the gas diffusion equipment 8, the technical characteristics of suspension of the narrow slit 6 and the mud bucket can be fully utilized, and the unpowered total reflux of the sludge under the action of gravity is realized. The device can also realize the effect of diversion and steering of rising bubbles generated by bottom gas diffusion equipment 8 by means of inclined plates 5 on two sides of narrow slits 6 by means of the suspended technical characteristics of the mud bucket, collect more gas quantity of a gas lifting power source for lifting channels 4 so as to achieve the effect of improving gas lifting efficiency, and synchronously realize zero-energy-consumption gas lifting, thereby synchronously solving the technical problems of high energy consumption, high failure rate, sludge scraping and sucking machine, sludge reflux pump and other mechanical power equipment which are necessary to be relied on by traditional mud-water separation and precipitation.

The lifting channel 4 of the present application can be realized by a structure that a plate is bent into a corrugated plate, specifically, the outer backboard 2 and the inner backboard 3 in the same group of air stripping components are fixedly provided with corrugated plates with vertical grooves, and the grooves on the corrugated plates respectively form the lifting channel 4 closely adjacent to the outer backboard 2 and the inner backboard 3 and only have two ends open, as shown in fig. 2.

By means of the independent single lifting channel 4 formed by the corrugated plates, the outer backboard 2 and the inner backboard 3, complete backflow of sludge can be achieved without additionally and independently arranging a gas stripping device, and the technical problem that the traditional design needs to arrange a gas stripping device or a mechanical pump in a traditional mode at the bottom of the sedimentation zone 9 to flow back and forth the sludge can be fundamentally solved. The thickness and the weight of the plate of the sedimentation device can be synchronously reduced, which is helpful for solving the technical problems of difficult investment and difficult installation.

As shown in fig. 2, the independent single lifting channels 4 for replacing the function of the traditional gas stripping lifting pipe are closely adjacent to each other, and as shown in fig. 1, the lifting cross sections formed by the closely adjacent single lifting channels 4 are arranged in parallel with the narrow slits 6, and under the synergistic effect of the bottom gas diffusion equipment 8, the technical problem that dead angles are easy to form at the bottom of the sedimentation zone 9 caused by the backflow of the traditional single gas stripping single point is solved. Because the bottom of the sedimentation zone 9 is provided with the gas diffusion equipment 8, the sludge precipitated by the mud-water separation device is unlikely to be deposited at the bottom of the sedimentation zone 9, and the sludge scraping and sucking machine arranged in the traditional sedimentation can be canceled, so that the technical problem that the traditional sedimentation is difficult to replace the sludge scraping and sucking machine is fundamentally solved.

With reference to fig. 1 and 3, the slurry-gas mixture enters into a single independent lifting channel 4 formed by corrugated plates, an outer backboard 2 and an inner backboard 3, and under the synergistic effect of a gas diffusion device 8, the rising flow rate of the gas and the liquid in the lifting channel 4 can be changed by changing the gas supply amount of the gas diffusion device 8, so that the friction force between the sludge and the wall of the lifting channel 4 can be changed, and the technical problem of sludge particles can be effectively solved.

It should be noted that, the design mode that adopts corrugated board and backplate to combine together still can effectually reduce the thickness of panel, promotes its intensity, does benefit to the consumptive material volume that reduces panel, further reduces its investment and installation degree of difficulty.

In addition, the part that corrugated board both sides have protruding characteristic with the outer backplate 2 and the interior backplate 3 welding of both sides or to the clamp formula sled dress to form independent prefabricated structure, a plurality of prefabricated structure sealing connection, in order to form length and height-adjustable's lifting channel 4, thereby adapt to the cell body size of more different models.

The two prefabricated structures are connected in a sealing way through a plurality of T-shaped connecting pieces 13, and the T-shaped connecting pieces 13 are used for connecting two adjacent side edges of the two outer back plates 2 or connecting two adjacent side edges of the two inner back plates 3. Referring to fig. 4, any T-shaped connecting member 13 includes a connecting plate 131, a reinforcing plate 132 and a locking member 133, where the connecting plate 131 overlaps two sides of the two outer back plates 2 or overlaps two sides of the two inner back plates 3; the reinforcing plate 132 is disposed in the middle of the connecting plate 131 for reinforcing the connection strength of the connecting plate 131; the locking member 133 is used to lock the portion of the connecting plate 131 overlapping the outer back plate 2 or the inner back plate 3, and may be a bolt or the like.

Because the prefabricated structure adopts the T-shaped connecting piece 13 to be skid-mounted together through the bolt butt clamp, the factory-like advanced prefabrication is easy to realize, the on-site bolt skid-mounted construction can extremely save the installation period and the transportation cost.

Referring to fig. 1 and 2, two sets of stripping components are disposed in an outer case 1, the outer case 1 may be of a concrete structure or a steel structure, and an outer back plate 2 of the two sets of stripping components extends downward and to two sides and abuts against a bottom surface and two side surfaces of the outer case 1, and a reaction zone 10 is formed between the outer back plate 2 and the other two side surfaces of the outer case 1. The area between the outer backplates 2 is a settling zone 9 and a water outlet trough 12 is provided above the settling zone 9. In addition, the inner backboard 3 in the two groups of stripping components extends to two sides and is propped against two side surfaces of the outer box body 1 to form a lifting channel 4 which is in a length with the box body, and the inner backboard 3 extends upwards and exceeds the height of the outer backboard 2.

On the basis of the embodiment, the mud-water mixture is discharged into the sedimentation zone 9 through the area between the two inner back plates 3, enters the lower area through the narrow slits 6 between the two inclined plates 5 under the action of the two inclined plates 5, wherein the bending angle of the inclined plates 5 is 30-70 degrees, and an inverted V-shaped gas collecting hood 7 is arranged above or below the narrow slits 6, and the inverted V-shaped gas collecting hood 7 is arranged at intervals with the inclined plates 5. The gas diffusion device 8 is externally connected with a fan 11, and when the fan 11 ventilates into the outer box body 1, generated bubbles are released through the gas diffusion device 8.

The bubbles released from the gas diffusion means 8 will move upwards under the influence of the buoyancy. When it reaches the position of the swash plate 5 shown in fig. 1, the majority of the bubbles will reach the swash plate 5 and be forced to turn, and will first continue upward as indicated by the arrow in fig. 1, and then enter the area of the angle formed by the outer backplate 2 and the swash plate 5. And then into the individual lifting channels 4 formed independently of each other by the corrugated board, the outer backing board 2 and the inner backing board 3.

The mud-water mixed liquid entering the independent lifting channel 4 can generate a lifting effect similar to a gas stripping device under the buoyancy effect of bubbles, so that the required mud which is separated by the honeycomb-type mud-water separation device and falls down from the mud bucket narrow slit 6 can be realized, the mud is continuously lifted to the reaction zone 10 from the lower part of the mud bucket, and the continuous gas stripping lifting reflux of the mud which is separated and precipitated is realized. A small amount of bubbles enter the inverted V-shaped gas collecting hood 7 from the narrow slits 6, and the horizontal width at two ends of the inverted V-shaped gas collecting hood 7 is larger than the width of the narrow slits 6, so that the bubbles are collected and singly discharged, the bubbles can be prevented from entering the sedimentation area 9 at the upper part of the inner sloping plate 5, the mud-water sedimentation separation effect is affected, and after the mud-water is completely sedimented and separated, the mud-water is discharged out of the tank body through the water outlet groove 12.

In summary, the application adopts the independent single lifting channel 4 formed by the corrugated board, the outer backboard 2 and the inner backboard 3, thereby solving the technical problem of reducing the consumption of the board material; the technical problem of accelerating the granulation process of flocculent sludge can be solved; the technical problems of high investment in power equipment such as a traditional sedimentation cancel sludge scraping and sucking machine, a mechanical pump and the like, high energy consumption of returned sludge and high accident rate are solved synchronously, the two purposes of gas and air of the bottom gas diffusion equipment 8 are fully exerted, and the technical problem of full return of sludge approximately with zero energy consumption is solved.

Therefore, the application has the uniqueness and innovation, can fundamentally change the sludge scraping and sucking machine and mechanical reflux pump which are in various types and numbers such as the sludge scraping and sucking machine and the reflux pump with high investment, high energy consumption and high accident rate and are needed for sludge water separation and sludge reflux, realize the full reflux of sludge with zero energy consumption and zero maintenance, realize the integrated structural design, and greatly accelerate the granulation process of flocculent sludge.

It should be noted that in this specification relational terms such as first and second are used solely to distinguish one entity from another entity without necessarily requiring or implying any actual such relationship or order between such entities.

The principles and embodiments of the present application have been described herein with reference to specific examples, the description of which is intended only to facilitate an understanding of the method of the present application and its core ideas. It should be noted that it will be apparent to those skilled in the art that various modifications and adaptations of the application can be made without departing from the principles of the application and these modifications and adaptations are intended to be within the scope of the application as defined in the following claims.

Claims (10)

1. The honeycomb type mud-water separation device is characterized by comprising two groups of gas stripping components, a precipitation area is formed between the two groups of gas stripping components, any group of gas stripping components comprises an outer backboard vertically arranged and an inner backboard which is parallel to the outer backboard and is arranged at intervals, and a plurality of vertical and independent sludge gas stripping reflux lifting channels are arranged at intervals between the outer backboard and the inner backboard;

wherein, two outer backplate extend to sedimentation zone bottom, two the interior backplate is located two respectively between the outer backplate, and any interior backplate bottom all is provided with towards another the swash plate that the interior backplate direction was buckled, two swash plate tip interval sets up and forms the V font mud bucket that has the narrow slit, the unsettled setting of V font mud bucket, sedimentation zone bottom is provided with the gas diffusion equipment that is used for producing the bubble.

2. The honeycomb type mud-water separation device according to claim 1, wherein corrugated boards with grooves in vertical directions are fixedly arranged between the outer back plate and the inner back plate in the same group of gas stripping assemblies, and the grooves on the corrugated boards are respectively closely adjacent to the outer back plate and the inner back plate and only have lifting channels with two open ends.

3. The honeycomb type mud-water separation device according to claim 2, wherein the two sides of the corrugated board are provided with raised features, the two sides of the corrugated board are welded or clamped with the outer back plate and the inner back plate, and an independent prefabricated structure is formed, and a plurality of the prefabricated structures are connected in a sealing manner to form the lifting channel with adjustable length and height.

4. The apparatus according to claim 3, wherein two adjacent prefabricated structures are hermetically connected by a plurality of T-shaped connectors, the T-shaped connectors are used for connecting two adjacent sides of the outer back plate or for connecting two adjacent sides of the inner back plate, and any T-shaped connector comprises:

The connecting plate is overlapped with two side edges adjacent to the two outer back plates or overlapped with two side edges adjacent to the two inner back plates;

The reinforcing plate is arranged in the middle of the connecting plate and used for reinforcing the connecting strength of the connecting plate;

and the locking piece is used for locking the part, which is overlapped with the outer backboard or the inner backboard, of the connecting plate.

5. The honeycomb type mud-water separation device according to claim 1, wherein the bending angle of the inclined plate is 30 degrees to 70 degrees, an inverted V-shaped gas collecting hood is arranged above or below the narrow slit, and gaps are reserved between the lower edges of two sides of the inverted V-shaped gas collecting hood and the two inclined plates.

6. The honeycomb type mud-water separation device according to claim 5, wherein the horizontal width of both ends of the inverted V-shaped gas collecting channel is larger than the width of the narrow slit.

7. The apparatus according to any one of claims 1 to 6, wherein two sets of stripping modules are disposed in an outer casing, the outer back plates of the two sets of stripping modules extend downward and sideways and abut against the bottom and two sides of the outer casing, and a reaction zone is formed between the outer back plates and the other two sides of the outer casing.

8. The honeycomb type mud-water separation device according to claim 7, wherein the inner back plates of the two groups of stripping assemblies extend to two sides and are abutted against two side surfaces of the outer box body so as to form the lifting channel which is in through length with the box body, the inner back plates extend upwards and exceed the height of the outer back plates, and the height of the outer back plates is not higher than 1m of the precipitation liquid level of the precipitation zone.

9. The honeycomb type mud-water separation device according to claim 7, wherein a gas diffusion device for generating bubbles is also arranged at the bottom of the reaction zone, and the gas diffusion device is externally connected with a fan.

10. The honeycomb type mud-water separation device according to claim 7, wherein the outer case is of a concrete structure or a steel structure.