CN212403651U

CN212403651U - ECR sewage treatment device

Info

Publication number: CN212403651U
Application number: CN202021707595.1U
Authority: CN
Inventors: 熊倩; 邓国平; 庞丽梅
Original assignee: Shenzhen Qianhai Dongjiang Environmental Protection Technology Services Co ltd
Current assignee: Shenzhen Qianhai Dongjiang Environmental Protection Technology Services Co ltd
Priority date: 2020-08-17
Filing date: 2020-08-17
Publication date: 2021-01-26
Anticipated expiration: 2030-08-17

Abstract

The utility model relates to a sewage treatment's technical field, more specifically say, it relates to an ECR sewage treatment device, and its technical scheme main points are: including the equipment casing of cavity setting, be provided with the spacer assembly in the equipment casing, the spacer assembly will the inner chamber of equipment casing is separated for the good oxygen district, filler district and the mud district of intercommunication each other, good oxygen district with it is adjacent and lie in same horizontal plane to pack the district, the mud position in good oxygen district with the below in filler district, the lateral wall of equipment casing still is provided with the door plant that can reciprocate to swing in vertical direction, through opening the door plant can be right equipment overhauls. The utility model discloses can effectively remove elements such as nitrogen, phosphorus and organic pollutant in the sewage, have easily assembly, overhaul convenient and go out the stable advantage of water.

Description

ECR sewage treatment device

Technical Field

The utility model relates to a sewage treatment's technical field, more specifically says that it relates to an ECR sewage treatment device.

Background

Along with the rapid development of social economy, the economic income of farmers is continuously improved, the life style of the farmers is also greatly changed, the popularization of tap water and the implementation of sanitary wares, washing machines, showers and the like also enter common families, so that the domestic water consumption and sewage discharge of the farmers are increased, and meanwhile, due to the large application of chemical fertilizers, the use of traditional farmyard manure is reduced, and the rural domestic sewage loses an important digestive approach. The rural domestic sewage is discharged in an unordered manner, soil, surface water and underground water are seriously polluted by untreated excrement and various kinds of sewage, the soil, the surface water and the underground water become important pollution sources of rural environments, the phenomena of blackening and stink of rural river water bodies, fish and shrimp extinct and mosquito breeding are caused by the condition, diseases caused by germs and insect eggs in the sewage are spread, the health of the masses is greatly threatened, and the rural domestic sewage treatment is very urgent.

At present, the treatment mode aiming at rural sewage mainly has three types: centralized treatment in a nano-tube area, centralized and nearby treatment of village sewage and decentralized and local treatment. The centralized treatment mode of the nano-tube area is mainly villages in suburbs of cities and towns, and the sewage of farmers is collected through a pipe network and is conveyed to a town sewage treatment plant for unified treatment; the centralized and nearby village sewage treatment mode is that sewage of residents in villages is collected through a pipe network and is centralized to a village sewage treatment station for unified treatment; the decentralized and on-site treatment is to treat or utilize the sewage of a single household or a plurality of households in situ in front of and behind the house of the household in the form of small sewage treatment equipment or natural ecological treatment.

The use of the dispersion in-situ treatment is widespread because of its economic advantages and its recycling to the surrounding environment. The sewage treatment equipment mainly adopts a treatment process mainly comprising a traditional activated sludge process and an artificial wetland, main parts such as fillers and a filtering system are arranged in the sewage treatment equipment, the sewage treatment equipment is arranged in each village in a buried mode, and after the sewage passes through the sewage treatment equipment, elements such as nitrogen and phosphorus and organic pollutants in the sewage can be removed and then the sewage is discharged into a river.

But the existing sewage treatment equipment has the defects that: the quality of the equipment is not uniform, the quality of the effluent is not stable, and the equipment is difficult to overhaul and maintain if the equipment fails after being buried. Because the traditional activated sludge process technology is adopted, the sludge discharged by equipment every day is large, and the implementation cost is increased virtually.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide an ECR sewage treatment device effectively removes elements such as nitrogen, phosphorus and organic pollutant in the sewage, has easily assembly, overhauls the convenience, the sludge quantity is few and go out the stable advantage of water.

The above technical purpose of the present invention can be achieved by the following technical solutions: an ECR sewage treatment device comprises a hollow device shell, wherein a spacing component is arranged in the device shell, the spacing component divides an inner cavity of the device shell into an aerobic zone, a filler zone and a sludge zone which are communicated with each other, the aerobic zone is adjacent to the filler zone and is positioned on the same horizontal plane, and the sludge zone is positioned below the aerobic zone and the filler zone;

the filler zone is detachably provided with a plant root simulation filler, the inlet end of the plant root simulation filler is connected with an equipment sewage passage, the outlet end of the plant root simulation filler is communicated with the sludge zone, the aerobic zone is internally provided with a membrane module, the inlet end of the membrane module is communicated with the aerobic zone, and the outlet end of the membrane module is connected with an equipment drainage passage;

the side wall of the equipment shell is also movably connected with a door plate, and the equipment can be overhauled by opening the door plate.

In one embodiment, the partition assembly comprises a first partition plate, a triangular weir plate and a second partition plate, wherein the first partition plate is vertically arranged between the aerobic zone and the packing zone, the triangular weir plate is glidingly arranged on the first partition plate, and the triangular weir plate is used for adjusting the passage width between the aerobic zone and the packing zone; the second partition plate is horizontally arranged at the bottom of the aerobic zone and is used for providing an installation foundation for the membrane module.

In one embodiment, the partition assembly further comprises an inclined plate, a third partition plate and a baffle plate, the inclined plate is obliquely arranged on the side wall of the sludge area, the third partition plate is vertically arranged in the sludge area, gaps are formed between the third partition plate and the baffle plate and between the third partition plate and the inclined plate, the baffle plate is connected to the bottom of the first partition plate, the baffle plate faces the extending direction of the inclined plate and is perpendicular to the surface of the inclined plate, the third partition plate and the baffle plate form a solid-liquid separation area, and the solid-liquid separation area is located at the bottom of the aerobic area.

In one embodiment, two aerobic zones are arranged, two aerobic zones are respectively arranged at two sides of the packing zone, two solid-liquid separation zones are also arranged corresponding to the aerobic zones, and two solid-liquid separation zones are respectively arranged at two sides of the sludge zone.

In one embodiment, a first opening is formed in the top of the equipment shell, a hanging basket is detachably mounted at the first opening, a steel plate net is laid at the bottom of the hanging basket, and ceramsite for planting green plants is placed on the steel plate net.

In one embodiment, the outlet end of the sewage passage of the device is arranged at three quarters of the overall height of the filler imitating the plant root system.

In one embodiment, the side wall of the first partition plate is connected with angle steel, and the plant root system imitating filler is connected with the angle steel through screw thread steel.

In one embodiment, an aeration pipe is horizontally arranged in the equipment shell, the aeration pipe is provided with air holes, the air holes form an upward 45-degree included angle with the horizontal plane, and the air flow direction of the air holes is arranged towards the triangular weir plate.

In one embodiment, an equipment platform is further arranged on the side wall of the equipment shell, a closed connection to the side wall of the equipment shell is formed between the equipment platform and the door plate, and a driving piece for driving the door plate to open or close is further arranged on the side wall of the equipment shell.

The ECR sewage treatment equipment has the following beneficial effects:

firstly, the filler zone adopts the filler simulating the root system of the plant, has the characteristics of long service life, high microorganism concentration and difficult blockage, further ensures the effluent quality and creates conditions for nitrogen and phosphorus removal;

secondly, when the equipment fails, a worker can directly overhaul the equipment by opening the door plate or removing the hanging basket, so that the time for maintaining the equipment is saved, and the operation of the worker is facilitated;

thirdly, the sludge amount discharged by the equipment is reduced.

Drawings

FIG. 1 is a schematic side view of the apparatus of the present embodiment;

fig. 2 is a schematic view of the internal structure of the apparatus casing in the present embodiment;

FIG. 3 is a schematic diagram of the water intake and discharge of the apparatus of this embodiment;

FIG. 4 is a sludge discharge schematic view of the apparatus of the present embodiment;

FIG. 5 is a schematic structural diagram of the basket in the present embodiment;

FIG. 6 is a schematic diagram of the reflux of the nitrified liquid in the present embodiment;

fig. 7 is a schematic side view of the triangular weir plate of the present embodiment.

In the figure: 1. an equipment housing; 2. an equipment platform; 3. a door panel; 4. a drive member; 5. a hanging basket; 51. steel plate nets; 52. a handle; 6. an aerobic zone; 7. a filler zone; 8. a sludge zone; 9. a solid-liquid separation zone; 10. a membrane module; 11. a second separator; 12. a sloping plate; 13. a baffle plate; 14. a third partition plate; 15. imitating the plant root system filler; 16. a first separator; 17. an equipment sewage passage; 18. an equipment drain passage; 19. a device sludge discharge passage; 191. a three-way valve; 192. a pipeline; 193. a sludge discharge pump; 20. a fourth separator; 21. a triangular weir plate; 22. an aeration pipe; 23. air holes; 24. a bolt; 25. and a screw hole.

Detailed Description

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

In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description of the present invention, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two unless specifically limited otherwise.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

In the present application, unless expressly stated or limited otherwise, the first feature may be directly on or directly under the second feature or indirectly via intermediate members. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

Referring to fig. 1, 2 and 3, an ECR sewage treatment apparatus includes an apparatus housing 1 disposed in a hollow manner, a partition member is disposed in the apparatus housing 1, the partition member partitions an inner cavity of the apparatus housing 1 into an aerobic zone 6, a filler zone 7 and a sludge zone 8 which are communicated with each other, the aerobic zone 6 is adjacent to the filler zone 7 and is located on the same horizontal plane, and the sludge zone 8 is located below the aerobic zone 6 and the filler zone 7.

The filler zone 7 is internally detachably provided with a plant root simulation filler 15, the inlet end of the plant root simulation filler 15 is connected with the equipment sewage passage 17, the outlet end of the plant root simulation filler 15 is communicated with the sludge zone 8, the aerobic zone 6 is internally provided with a membrane assembly 10, the inlet end of the membrane assembly 10 is communicated with the aerobic zone 6, and the outlet end of the membrane assembly 10 is connected with the equipment drainage passage 18.

The lateral wall of equipment casing 1 still swing joint has door plant 3, is formed with the equipment room that is used for setting up control system between door plant 3 and the equipment casing 1, through opening door plant 3, can overhaul equipment.

Specifically, sewage enters a filler zone 7 in the equipment through an equipment sewage passage 17, the filler zone 7 is a facultative aerobic environment, and the aerobic environment is independent, so that the functional load of microorganisms can be effectively reduced; the filler zone 7 is internally provided with the plant root imitating filler 15, and due to the special structure and material of the plant root imitating filler 15, the film forming amount and speed of microorganisms can be increased, and efficient anoxic and anaerobic microbial flora is quickly formed on the surface of the plant root imitating filler 15, so that conditions are created for nitrogen and phosphorus removal; meanwhile, the structure and the material of the plant root system imitating filler 15 can reduce the demoulding difficulty of aged sludge, ensure the smoothness of the filler area 7 and ensure that sewage is not easy to block during passing

The sewage passes through the filler zone 7 and the sludge zone 8 and finally reaches the aerobic zone 6, wherein aerobic microorganisms are contained in the aerobic zone 6 to carry out nitration reaction on the sewage in the aerobic zone 6, so as to remove organic matters and ammonia nitrogen in the water, and meanwhile, the total phosphorus in the water is removed by utilizing the principle of aerobic phosphorus absorption. In this embodiment, the membrane module 10 is an MBR membrane, and sewage enters the membrane module 10 through the inlet end thereof, and is discharged to the external environment through the equipment drainage passage 18 after solid-liquid separation.

With reference to fig. 2, 6 and 7, the spacing assembly is explained, the spacing assembly includes a first partition 16, a triangular weir plate 21 and a second partition 11, the first partition 16 is vertically disposed between the aerobic zone 6 and the packing zone 7, the triangular weir plate 21 is slidably disposed on the first partition 16, and the triangular weir plate 21 is used for adjusting the width of the passage between the aerobic zone 6 and the packing zone 7; the second partition 11 is horizontally arranged at the bottom of the aerobic zone 6, and the second partition 11 is used for providing an installation foundation for the membrane module 10.

The first partition plate 16 is used for separating the aerobic zone 6 from the filling zone 7, the fourth partition plate 20 forming a passage with the first partition plate 16 is further arranged in the equipment shell 1, the triangular weir plate 21 is provided with a long-strip-shaped screw hole 25, the first partition plate 16 is fixed to the screw hole 25 through a bolt 24, a user can specifically determine the size of the passage by utilizing the moving position of the triangular weir plate 21 in the screw hole 25 according to actual conditions, the adjustment is convenient, and the applicability of the device is wider. The membrane module 10 may be fixed on the second partition 11 through a threaded connection structure or other structures, in this embodiment, the second partition 11 is a channel steel, and an operator may fix the membrane module 10 on the second partition 11 in a manner of catching or clamping.

The side wall of the first clapboard 16 is connected with angle steel (not shown in the figure), and the plant root system imitating filler 15 is connected with the angle steel through screw thread steel and bolts.

The spacing component further comprises an inclined plate 12, a third partition plate 14 and a baffle 13, the inclined plate 12 is obliquely arranged on the side wall of the sludge area 8, the third partition plate 14 is vertically arranged in the sludge area 8, gaps are formed between the third partition plate 14 and the baffle 13 and between the inclined plate 12 and the baffle 13 respectively, the baffle 13 is connected to the bottom of the first partition plate 16, the extending direction of the baffle 13 towards the inclined plate 12 is perpendicular to the surface of the inclined plate 12, a solid-liquid separation area 9 is formed between the inclined plate 12 and the baffle 13 and the solid-liquid separation area 9 is located at the bottom of the aerobic area 6.

Referring back to fig. 2 and 4, the inclined plate 12, the baffle 13 and the third partition 14 are arranged to facilitate the sewage to enter the sludge area 8 from the filler area 7 and then enter the aerobic area 6 from the sludge area 8, sludge mixed in the sewage can flow into the bottom of the sludge area 8 from the surface of the inclined plate 12, the baffle 13 is favorable for preventing the sludge from directly entering the aerobic area 6, the sludge slides onto the inclined plate 12, the bottom of the sludge area 8 is provided with an equipment sludge discharge passage 19, the equipment sludge discharge passage 19 comprises a pipeline 192, a sludge pump and a three-way valve 191, the inlet of the pipeline 192 is arranged at the bottom of the sludge area 8, the pipeline 192 is provided with the three-way valve 191, the three-way valve 191 divides the outlet of the pipeline 192 into two parts, one of them export is located the top in aerobic zone 6, and another export is direct and external environment intercommunication, and the sludge pump sets up on pipeline 192, and the sludge pump carries the mud in the mud district 8 to two exports of pipeline 192 respectively.

The conduit 192 carries the sludge portion to the aerobic zone 6 to supplement the sludge concentration in the aerobic zone 6 and to digest it as a nutrient for the newly formed microorganisms.

In order to improve the sewage treatment capacity of the equipment, two aerobic zones 6 are arranged, two aerobic zones 6 are respectively arranged at two sides of a filler zone 7, two solid-liquid separation zones 9 are also arranged corresponding to the two aerobic zones 6, and the two solid-liquid separation zones 9 are respectively arranged at two sides of a sludge zone 8.

Referring to fig. 2 and 5, further, a first opening is formed in the top of the device housing 1, a hanging basket 5 is detachably mounted at the first opening, a steel plate net 51 is laid at the bottom of the hanging basket 5, and ceramsite (not shown in the figure) for planting green plants is placed on the steel plate net 51. The green plants adopt emergent aquatic plants, nitrogen and phosphorus pollutants in the sewage are further removed by utilizing the principle of nitrogen fixation and phosphorus absorption of root systems of the emergent aquatic plants, and meanwhile, the organic pollutants in the sewage can also provide energy for the growth of the emergent aquatic plants, so that the water outlet quality of the equipment is improved; on the other hand, microorganisms in the device can generate a certain odor, the odor is absorbed by emergent aquatic plants, the local air quality is improved, meanwhile, the odor can be coordinated with the surrounding environment, a unique landscape effect is formed, and the purpose of environmental friendliness is achieved. Because the root system floccule is more and the root system is tougher and tough, the root system can be used as a carrier for the growth of microorganisms, the biomass in the tank is increased, the residual sludge discharge can be reduced to a certain extent, and a unique ecological system for decontamination and purification is formed.

In this embodiment, a handle 52 is provided on the opening edge of the basket 5, so that when the equipment is found to be abnormal, the equipment can be overhauled by moving the basket 5.

Referring back to fig. 3, in order to further ensure the stability of the sewage to be fully contacted and installed with the filler 15, the outlet end of the sewage passage 17 of the device is disposed at three-quarters of the overall height of the filler 15.

Referring back to fig. 6, an aeration pipe 22 is horizontally disposed in the equipment housing 1, the aeration pipe 22 has air holes 23, the air holes 23 form an upward 45 ° angle with the horizontal plane, and the air flow direction of the air holes 23 is toward the triangular weir plate 21. Form between aeration pipe 22 and the triangle weir plate 21 and disappear nitrifying liquid from the reflux system, utilize the driving force that strong aeration produced, promote the sewage in the aerobic zone 6 and get into in the filler district 7, accomplish denitrification, reach the purpose of getting rid of total nitrogen.

Referring back to fig. 1, an equipment platform 2 is further disposed on a side wall of the equipment housing 1, a closed connection between the equipment platform 2 and the door panel 3 is formed on the side wall of the equipment housing 1, a driving member 4 for driving the door panel 3 to open or close is further disposed on the side wall of the equipment housing 1, the driving member 4 includes, but is not limited to, a hydraulic cylinder or an air cylinder, in this embodiment, the driving member 4 is a hydraulic cylinder, and the opening or closing of the door panel 3 is further driven by a telescopic motion of the hydraulic cylinder.

The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.

Claims

1. An ECR sewage treatment device is characterized in that; the device comprises a hollow device shell, wherein a spacing component is arranged in the device shell, the spacing component divides an inner cavity of the device shell into an aerobic area, a filler area and a sludge area which are communicated with each other, the aerobic area is adjacent to the filler area and is positioned on the same horizontal plane, and the sludge area is positioned below the aerobic area and the filler area;

2. The ECR sewage treatment apparatus according to claim 1, wherein: the partition assembly comprises a first partition plate, a triangular weir plate and a second partition plate, the first partition plate is vertically arranged between the aerobic zone and the packing zone, the triangular weir plate is arranged on the first partition plate in a sliding manner, and the triangular weir plate is used for adjusting the width of a passage between the aerobic zone and the packing zone; the second partition plate is horizontally arranged at the bottom of the aerobic zone and is used for providing an installation foundation for the membrane module.

3. An ECR sewage treatment apparatus according to claim 2, wherein: the interval subassembly still includes swash plate, third baffle and baffle, the swash plate is arranged in to one side the lateral wall in mud district, the third baffle vertically set up in the mud district, just the third baffle respectively with the baffle form the clearance between the swash plate, the baffle is connected in the bottom of first baffle, just the baffle orientation the extending direction of swash plate with the surface looks of swash plate is perpendicular, the swash plate the third baffle with the baffle forms the solid-liquid separation district, the solid-liquid separation district is located the bottom in aerobic district.

4. An ECR sewage treatment apparatus according to claim 3, wherein: the aerobic zones are arranged on two sides of the filler zone respectively, the solid-liquid separation zones are also arranged corresponding to the aerobic zones, and the two solid-liquid separation zones are positioned on two sides of the sludge zone respectively.

5. The ECR sewage treatment apparatus according to claim 1, wherein: first opening has been seted up at the top of equipment casing, first opening part demountable installation has the hanging flower basket, the steel sheet net has been laid to the bottom of hanging flower basket, the haydite that is used for planting green planting has been placed on the steel sheet net.

6. The ECR sewage treatment apparatus according to claim 1, wherein: the outlet end of the sewage passage of the device is arranged at three quarters of the overall height of the plant root system imitating filler.

7. The ECR sewage treatment apparatus according to claim 1, wherein: the lateral wall of first baffle is connected with the angle steel, imitative plant roots filler pass through the screw-thread steel with the angle steel is connected.

8. An ECR sewage treatment apparatus according to claim 2, wherein: still the level is provided with the aeration pipe in the equipment casing, have the gas pocket on the aeration pipe, the gas pocket forms ascending 45 contained angles with the horizontal plane, just the air current direction of gas pocket is towards the triangle weir plate sets up.

9. The ECR sewage treatment apparatus according to claim 1, wherein: the side wall of the equipment shell is also provided with an equipment platform, the equipment platform is in closed connection with the door plate, and the side wall of the equipment shell is also provided with a driving piece for driving the door plate to open or close.