CN212151778U

CN212151778U - Suspension filler

Info

Publication number: CN212151778U
Application number: CN201922479862.8U
Authority: CN
Inventors: 陈福泰; 张桂英; 郝福锦
Original assignee: Go Higher Environment Group Co ltd
Current assignee: Go Higher Environment Group Co ltd
Priority date: 2019-12-31
Filing date: 2019-12-31
Publication date: 2020-12-15
Anticipated expiration: 2029-12-31

Abstract

The utility model discloses a suspension packs. The utility model comprises a suspension body and a plurality of filaments; one end of the filament is arranged on the outer wall of the suspension body, and the other end of the filament is a free end; the filaments are used to provide buoyancy and motion support to the suspension. A curved flow passage is arranged in the suspension body, one end of the curved flow passage is a closed end, the other end of the curved flow passage is an open end, and the open end is a water inlet and a water outlet; the water inlet and the water outlet are positioned on the outer wall of the shell of the suspension body. When the aeration quantity of the activated sludge system is reduced, the aeration tank still keeps a good turbulent flow state, and the oxygen mass transfer and energy transfer processes are further strengthened, so that the aeration energy consumption can be reduced; meanwhile, the problem that sludge flocs are damaged due to high aeration strength can be avoided; the utility model provides a suspended filler can improve activated sludge system's nitrogen and phosphorus removal effect effectively, improves product water quality of water.

Description

Suspension filler

Technical Field

The utility model relates to a water treatment field, concretely relates to suspension that uses in water treatment's activated sludge system packs.

Background

The activated sludge process is an aerobic biological treatment process for sewage, invented by Clark (Clark) and Gage (Gage) in 1912 of the uk. Nowadays, the activated sludge process and its derivative modification process are the most widely used methods for treating municipal sewage, such as oxidation ditch process, activated sludge biofilter (ABF process), adsorption-biodegradation process (AB process), sequencing batch activated sludge process (SBR process), etc. It can remove soluble and colloidal biochemical organic substances, suspended solids and other substances adsorbed by activated sludge from sewage, and can remove a part of phosphorus and nitrogen. The activated sludge process is named after suspended microbial population is in a mud flower state (floc), and is a general name of various methods in which microorganisms (micro-organisms) are suspended in water in biological wastewater treatment. In the activated sludge process, filler can be added into an activated sludge tank, so that the removal efficiency of organic pollutants is improved, and the effluent quality is improved.

The membrane bioreactor is a novel water treatment technology formed by combining a membrane technology and an activated sludge process. Combined type MBR installs the filler additional in bioreactor based on the integral type structure, and the filler provides the carrier for the microorganism on the one hand, reduces activated sludge's concentration, reduces the viscosity of mixed liquid, improves the characteristic of mixed liquid, and on the other hand prevents and reduces the suspended solid and forms the filter cake layer at the membrane surface through the shearing action of the friction action on filler and membrane surface and rivers, slows down and controls the membrane pollution.

The composite MBR in the prior art uses suspended fillers which are hard and soft. The hard suspended filler is mainly made of polyethylene and polypropylene materials, is hollow cylindrical or spherical, has the characteristics of easiness in fluidization, developed pores, easiness in film formation, stable property, low price and the like, is in a fluidized state under the action of aeration, enables microorganisms to be in better contact with wastewater, and simultaneously increases oxygen mass transfer. However, when aeration is not performed or the aeration amount is small, the fluidization state of the filler is not significant, and the oxygen mass transfer effect is not significant, so that the aeration amount is generally increased in order to obtain a good fluidization state of the filler, which in turn leads to high energy consumption for aeration.

Disclosure of Invention

The to-be-solved technical problem of the utility model lies in: the existing hard filler needs larger aeration amount in the aeration process to be in a fluidized state, so that the problem of higher aeration energy consumption is caused, meanwhile, the existing filler has poor effect on nitrogen and phosphorus removal, and the structure of the existing filler is difficult to provide stable anoxic and anaerobic environments for activated sludge; the utility model provides a solve a suspension filler of above-mentioned problem.

The suspended filler comprises a suspended body and a plurality of filaments; one end of the filament is arranged on the outer wall of the suspension body, and the other end of the filament is a free end; the filaments are used to provide buoyancy and motion support to the suspension.

A curved flow passage is arranged in the suspension body, one end of the curved flow passage is a closed end, the other end of the curved flow passage is an open end, and the open end is a water inlet and a water outlet; the water inlet and the water outlet are positioned on the outer wall of the shell of the suspension body; the inner diameter of the curved flow passage is gradually increased from the closed end to the open end; the central axis of the curved flow passage is a spiral line.

The spiral lines are located on the same plane. The curved flow passage is internally provided with a partition board which divides the curved flow passage into a plurality of bearing cavities, and the bearing cavities are used for bearing activated sludge; the height of the partition plate is 1/2-5/6 of the height of the curved flow passage at the corresponding position.

Furthermore, the central axis of the curved flow passage in the suspension body is set into a spiral line by optimizing the structure of the suspension body, namely the curved flow passage is of a spiral structure, meanwhile, the diameter of the spiral curved flow passage is gradually increased from the closed end to the open end, and the arrangement of the partition plate is combined, so that a bearing space can be more effectively provided for the propagation and metabolism of the activated sludge in the suspension body, a micro anoxic or anaerobic environment is formed in the spiral, the growth of nitrobacteria and phosphorus removing bacteria is facilitated, and the nitrogen and phosphorus removal effects are enhanced.

The shell comprises a lower base body and an upper cover body; the lower base body and the upper cover body are buckled through the buckling pieces to form a curved flow passage in the shell.

The suspension is made of ABS or PET or fluorine-containing polymer material; the size of the suspension body is 10-100 mm in length range and 10-100 mm in width range; the circular diameter range of the cross section of the suspension body is 5-50 mm, namely the size range of the curved flow channel is 5-50 mm.

The filament is arranged around the outer wall of the suspension body for one circle, and a plane formed by the filament around the outer wall of the suspension body for one circle is parallel to a plane where the spiral line is located. The filament body is formed by connecting a plurality of gap pipes end to end through connecting bodies, the diameter of each gap pipe is 1-10 mm, the length of each gap pipe is 5-100 mm, and the length of each connecting body between every two adjacent gap pipes is 10-100 mm; the connector is made of one or more of polyethylene, polypropylene, polystyrene, polymethyl methacrylate, polyvinyl chloride, nylon, polycarbonate, polyurethane, polytetrafluoroethylene and polyethylene terephthalate.

The suspension or/and the filament is provided with air holes to enable the suspension or/and the filament to float in water, and the air holes are filled with gases such as oxygen, carbon dioxide, nitrogen and the like. The pores in the filament comprise pores in the interstitial tube.

Furthermore, by arranging the filament structure on the suspension, the suspension can effectively provide buoyancy and motion support for the suspension through the filament, so that the suspension floats and moves freely in the activated sludge tank; the filament moves along with the movement of water flow, so that the kinetic energy effect of hydraulic energy and water impact load is fully utilized to replace aeration energy consumption, and under the condition of less aeration quantity, the suspension body still can have a better flowing state, so that the oxygen mass transfer is better increased, and the aeration energy consumption is reduced. Meanwhile, under the condition of high aeration rate, the conventional hard filler is easy to scratch and damage the surface of the membrane in the fluidization process, so that the quality of effluent water is deteriorated, and meanwhile, sludge flocs are seriously cut and damaged, a large amount of micro suspended solids are generated, and the micro suspended solids are easy to deposit in membrane pores to cause irreversible membrane pollution; the utility model discloses a structure of the filament that increases can also reduce or prevent the collision between suspension and the biomembrane, and then avoids the membrane that leads to under the high aeration rate to damage and the destruction of mud floc, greatly saves the membrane cost of trading after damaging or polluting, and the effect is very showing.

Furthermore, the size and the material of the filament and the suspension are optimized, the filament covers the surface of the suspension, the suspension is light in weight, flexible, slightly elastic and waterproof, and the suspension has the functions of protecting the suspension and sludge in the suspension, preserving heat and suspending. The filament body contains the gap pipe, the diameter of the gap pipe is about 1-10 mm, the length of the gap pipe is about 5-100 mm, the gap pipe interval is 10-100 mm, every two gap pipes are connected through the connecting body, meanwhile, the size of the suspension body, the size of the curve-shaped flow channel and the optimization of the material density of the filament body and the suspension body are combined through the optimization of the material of the suspension body and the connecting body, the filament body and the suspension body can be enabled to float in water, larger kinetic energy of free movement can be effectively provided for the suspension body, the mass transfer effect between the activated sludge and the water is further improved, and the efficiency and the effect of sewage treatment are further improved.

The suspended filler is suitable for a membrane bioreactor or an aerobic pool and an anoxic pool of a common activated sludge system and other activated sludge systems.

The utility model discloses technical scheme has following advantage:

1. the utility model discloses in through the structure that sets up the filament on the suspension body, strengthened the material between pollutant and the mud and oxygen mass transfer process, strengthened the energy exchange, reduced the aeration energy consumption.

2. The utility model provides a suspension is packed and has been protected the diaphragm surface and has been avoided the damage, has protected the mud floc to avoid being destroyed, makes membrane bioreactor possess more excellent performance in the aspect of degrading organic pollutant and optimizing quality of water.

3. The utility model discloses further optimize the structure of suspension, set up helical structure and baffle, specially in the inside miniature "oxygen deficiency" or "anaerobism" environment that forms of helical suspension, the growth of special cultivation nitrobacteria, denitrifying bacteria and dephosphorization fungus has reinforceed membrane bioreactor's denitrogenation and dephosphorization effect.

Drawings

In order to show the product structure of the utility model more clearly, the utility model also provides the following drawings.

Fig. 1 is a schematic diagram of the external structure of the present invention.

Fig. 2 is a schematic sectional view of the present invention.

Fig. 3 is a top view of fig. 1.

Fig. 4 is a schematic cross-sectional structure of a filament.

Description of reference numerals:

1-suspension, 2-filament;

11-shell, 12-water inlet and outlet, 13-curved flow channel, 14-clapboard and 15-fastener;

21-void tube, 22-linker.

Detailed Description

The following examples are provided for better understanding of the present invention, and are not limited to the best mode, and do not limit the scope and content of the present invention, and any product that is the same or similar to the present invention, which is obtained by combining the features of the present invention with other prior art or the present invention, falls within the scope of the present invention.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Furthermore, the technical features mentioned in the different embodiments of the invention described below can be combined with each other as long as they do not conflict with each other.

Example 1

A suspended filler, as shown in figure 1, comprises a suspended body 1 and a plurality of filaments 2; one end of the filament 2 is arranged on the outer wall of the suspension body 1, and the other end is a free end; the filaments 2 are used to provide buoyancy and motion support for the suspension 1.

In the utility model, the suspension body 1 can be effectively supported by the floatage and the movement through the filament 2 by arranging the filament 2 on the suspension body 1, so that the suspension body 1 floats and moves freely in the activated sludge pool; the filament 2 moves along with the movement of water flow, so that the kinetic energy effect of hydraulic energy and water impact load is fully utilized to replace aeration energy consumption, and the suspension body 1 still can have a better flowing state under the condition of less or no aeration quantity, thereby better increasing oxygen mass transfer and reducing aeration energy consumption. Meanwhile, under the condition of high aeration rate, the conventional hard filler is easy to scratch and damage the surface of the membrane in the fluidization process, so that the quality of effluent water is deteriorated, and meanwhile, sludge flocs are seriously cut and damaged, a large amount of micro suspended solids are generated, and the micro suspended solids are easy to deposit in membrane pores to cause irreversible membrane pollution; the structure of the filament 2 can also effectively buffer the biological membranes in the suspension 1 and the MBR, reduce or prevent the collision between the suspension 1 and the biological membranes, further avoid the membrane damage and the sludge floc damage caused by high aeration amount, greatly save the membrane replacement cost after the damage or the pollution, and have very remarkable effect.

In the utility model, the purpose can be satisfied by arranging enough filaments 2 on the outer wall of the suspension body 1 to provide buoyancy and movement support for the suspension body 1, and in this case, the filaments 2 can be irregularly distributed on the outer wall of the suspension body 1 and can also be regularly distributed on the outer wall of the suspension body 1.

In order to achieve better floating effect and anti-collision effect and better mass transfer effect, the filament 2 is regularly distributed on the outer wall of the suspension body 1 in this embodiment, specifically: the filament 2 is placed around the suspension 1 for one circle as shown in fig. 1.

In order to achieve a better floating and movement effect, the present invention further defines the dimensional structure of the filament 2 and the suspension 1. The filament 2 is covered on the surface of the suspension body in the embodiment, and the filament 2 has light weight, toughness, elasticity and waterproofness, and has the functions of protecting the suspension body and sludge in the suspension body, preserving heat and suspending. The utility model discloses well filament 2 contains the space pipe 21 of a plurality of end to end connections, and space pipe 21 diameter is about 1 ~ 10mm, and length is about 5 ~ 100 mm. Two adjacent gap pipes 21 are connected into an integral structure through a connecting body 22, the size of the connecting body 22 is 10-100 mm, namely, the distance between two adjacent gap pipes 21 is 10-100 mm, as shown in fig. 4. The material of the connecting body 22 between every two gap pipes 21 is one or more of Polyethylene (PE), polypropylene (PP), Polystyrene (PS), polymethyl methacrylate (PMMA), polyvinyl chloride (PVC), Nylon (Nylon), Polycarbonate (PC), Polyurethane (PU), Polytetrafluoroethylene (PTFE), polyethylene terephthalate (PET, PETE), and the like. The filament 2 fixed to the suspension 1 may have the same or different structure, such as different overall lengths and diameters of the filament 2, different numbers and sizes of the interstitial tubes 21, different materials and sizes of the connecting bodies 22, and the like. In the embodiment, the filaments 2 with different structures are fixed on the suspension body 1, the overall length of the filaments 2 is 50-150 mm, the diameter is 1-10 mm, and the number of the hollow tubes 21 on each filament 2 is 1-20.

The utility model discloses in optimized the size of suspension body 1 simultaneously, this suspension body 1's length scope 10 ~ 100mm promptly, width scope 10 ~ 100mm, curved runner 13 is circular in the suspension body 1, and circular diameter scope is 5 ~ 50 mm. The suspension 1 is made of ABS or PET or a fluorine-containing polymer material, and in this embodiment, both the suspension 1 and the filament 2 are made of a fluorine-containing polymer material. In general, the density of PET, ABS and fluorine-containing polymer is higher than that of water, and in order to better achieve the floating purpose, the utility model discloses a gas hole is arranged in the PET, ABS or fluorine-containing polymer material which constitutes the suspension 1 or/and the filament 2, and the gas hole is filled with gas such as oxygen, carbon dioxide and nitrogen. The pores in the filament 2 in this embodiment include the pores in the interstitial tube 21.

The utility model discloses well suspension 1's structure can adopt current structure, also can adopt the structure after optimizing. In order to achieve a better load bearing of the activated sludge, and to better create a micro "anoxic" or "anaerobic" environment inside the suspension 1, an optimized suspension 1 is provided in this example. The optimized suspension body 1 comprises a shell 11, a water inlet and outlet 12 and a curved flow passage 13. One end of the curved flow passage 13 is a closed end, and the other end is an open end, the open end is a water inlet/outlet 12, and the water inlet/outlet 12 is arranged on the outer wall of the housing 11. The curved runner 13 of the present invention can be an S-shaped structure, an annular structure, or a spiral structure. In order to better cooperate with the filament 2 to float in the activated sludge pool for free movement, the curved flow channel 13 in this embodiment is selected to be a spiral structure, that is, the central axis of the curved flow channel 13 is a spiral line located in the same plane, and the size of the curved flow channel is gradually increased from the closed end to the open end; at the same time, the housing 11 is also provided in a spiral shape, as shown in fig. 1, 2 and 3.

The utility model discloses in, in order to reach the better effect that bears activated sludge, still further inject the structure in the curved runner 13. Namely, the curved flow channel 13 is provided with a partition plate 14 which divides the curved flow channel into a plurality of bearing cavities, the bearing cavities can effectively bear the activated sludge, a circulation port is arranged between the top end of the partition plate 14 and the inner wall of the suspension body 1, the circulation port can ensure that the sewage can flow through all the bearing cavities in the suspension body 1, and the treatment effect of the sewage is improved while the activity of the activated sludge in the bearing cavities is maintained. In order to guarantee simultaneously to bear the weight of the effect of mud and sewage circulation, the utility model discloses the height of median septum 14 is 1/2-5/6 of the curved runner 13 height of relevant position department, and the whole height of circulation mouth is less than 1/2 of the curved runner 13 height of relevant position department above the corresponding septum 14 promptly.

In order to achieve better mass transfer effect, the present embodiment further defines the position of the filament 2 regularly arranged on the suspension 1, that is, the plane formed by the filament 2 surrounding the outer wall of the suspension 1 for one circle is parallel to or coincides with the plane of the central axis of the curved flow channel 13 in the suspension 1, as shown in fig. 1.

The suspended filler prepared by the embodiment is applied to MBR (membrane bioreactor) and used for treating the influent water with COD (chemical oxygen demand) of 350mg/L and NH (ammonia-nitrogen) content₄ ⁺Domestic wastewater with N of 60-100mg/L, TP of 20-30 mg/L, pH of 6.0-7.0 and B/C of 0.5, wherein a hydrophilic nano modified blended PVDF membrane is adopted in MBR. The measured membrane operation period is 5 months, the effluent COD is lower than 15mg/L, the TN removal rate is 96 percent, the TP removal rate is 65 percent, the pH value is 6.0-7.0, the turbidity is 0-0.5 NTU, and the actual flux of the membrane is 35-40 LMH. Compared with a membrane bioreactor which does not use suspended fillers, the aeration energy consumption in the embodiment is reduced by about 30-50%.

In order to facilitate the recycling of the suspended filler after use, the shell 11 comprises a lower base body and an upper cover body; the shape and the structure size of the lower base body are matched with those of the upper cover body, and the lower base body and the upper cover body are buckled through a buckling piece 15 to form a curved flow passage 13 in the shell 11. Through the arrangement of the structure, after the suspension filler is used, the interior of the suspension body 1 can be cleaned after the upper cover body is detached, and the suspension body can be recycled after cleaning. The utility model discloses in, on baffle 14 all located down base member 11, and baffle 14 and lower base member 11 between integrated into one piece.

Comparative example 1

The suspended filler recorded in CN 207986784 is applied to MBR for treating the water quality COD of inlet water to be 350mg/L and NH₄ ⁺Domestic wastewater with N of 60-100mg/L, TP of 20-30 mg/L, pH of 6.0-7.0 and B/C of 0.5, wherein a hydrophilic nano modified blended PVDF membrane is adopted in MBR. The operation period of the membrane is measured to be 2-3 months, the COD of the effluent is 30-50mg/L, the TN removal rate is 56%, the TP removal rate is 16%, the pH value is 6-7, the turbidity is 0-0.6NTU, and the actual flux of the membrane is 28-30 LMH. Compared with the membrane bioreactor without the suspended filler, the aeration energy consumption in the comparative example is almost unchanged.

It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications can be made without departing from the scope of the invention.

Claims

1. A suspended filler, comprising a suspension body (1), characterized by also comprising a plurality of filaments (2); one end of the filament (2) is arranged on the outer wall of the suspension body (1), and the other end is a free end; the filament (2) is used for providing buoyancy and motion support for the suspension body (1).

2. A suspension packing according to claim 1, characterized in that the suspension body (1) has a curved flow channel (13) inside, one end of the curved flow channel (13) is a closed end, the other end is an open end, and the open end is a water inlet and outlet (12); the water inlet and outlet (12) is positioned on the outer wall of the shell (11) of the suspension body (1);

the inner diameter of the curved flow passage (13) is gradually increased from the closed end to the open end; the central axis of the curved flow passage (13) is a spiral line.

3. A suspended filler according to claim 2, characterised in that the spirals lie in the same plane; the filament (2) is arranged around the outer wall of the suspension body (1) for one circle, and a plane formed by the filament (2) around the outer wall of the suspension body (1) for one circle is parallel to a plane where the spiral line is located.

4. A suspension packing according to claim 2 or 3, characterized in that the curved flow channel (13) is provided with a partition plate (14) dividing the curved flow channel into a plurality of bearing chambers, and the bearing chambers are used for bearing activated sludge; the height of the partition plate (14) is 1/2-5/6 of the height of the curved flow channel (13) at the corresponding position.

5. A suspension packing according to claim 2, characterized in that said shell (11) comprises a lower base and an upper cover; the lower base body and the upper cover body are buckled through a buckling piece (15) to form a curved flow channel (13) in the shell (11).

6. The suspension packing according to claim 1, wherein the filament (2) is formed by connecting a plurality of interstitial tubes (21) end to end through connecting bodies (22), the diameter of each interstitial tube (21) is 1-10 mm, the length of each interstitial tube is 5-100 mm, and the length of each connecting body (22) between every two adjacent interstitial tubes (21) is 10-100 mm; the connector is made of one or more of polyethylene, polypropylene, polystyrene, polymethyl methacrylate, polyvinyl chloride, nylon, polycarbonate, polyurethane, polytetrafluoroethylene and polyethylene terephthalate.

7. A suspension packing according to claim 1, characterized in that the suspension (1) consists of ABS or PET or a fluorine-containing polymer material; the size range of the suspension body (1) is 10-100 mm.

8. A suspension packing according to claim 1, characterized in that the suspension (1) or/and the filaments (2) are provided with pores, which are filled with oxygen, carbon dioxide or nitrogen, so that the suspension (1) or/and the filaments (2) float in water.

9. The suspended filler of claim 1, wherein the suspended filler is suitable for use in an aerobic tank and an anoxic tank of an activated sludge system.