CN207062098U - The free of contamination comprehensive sewage treatment system of high efficiency smart - Google Patents

Abstract

The utility model provides an efficient, intelligent and pollution-free comprehensive sewage treatment system, which includes sewage inlet, anaerobic reaction tank, mud pumping port of anaerobic reaction tank, water pipe, aerobic reaction tank, sludge pump, sludge pipe, ozone Collecting pipes, air pumps, deodorizing towers, and disinfection sedimentation tanks. The utility model has the beneficial effects of using glass fiber reinforced plastic reaction tanks instead of cement tanks, saving civil works, saving costs, and saving equipment installation periods. The control system adopts humanized automatic operation , the system can automatically control the energy consumption of the fan operation according to the incoming water in the same period of time. When the incoming water is low, the fan automatically selects low-frequency operation or intermittent operation to reduce energy consumption. The system structure is simple, and the entire operation management is simple , low maintenance rate and maintenance cost, etc., the unique internal structure of the system makes the microbial biomass per unit volume more, and the corresponding treatment effect is better.

Description

Efficient, intelligent and pollution-free comprehensive sewage treatment system

【Technical field】

The utility model relates to a comprehensive sewage treatment system, in particular to an efficient, intelligent and pollution-free comprehensive sewage treatment system.

【Background technique】

With the increasing urban population and the acceleration of industrialization in my country, the discharge of urban wastewater is also increasing year by year, and the existing sewage treatment facilities in most cities in my country basically use the traditional activated sludge method to remove COD in sewage , BOD, ammonia nitrogen and other pollutants, the sewage treatment process of the activated sludge method mainly exists, the construction cost is high, the energy consumption of the operation is too high, the secondary pollution is serious (excess sludge, odor, etc.), the manual operation is cumbersome, and the water output is stable. Difficult to guarantee.

Now there are problems in traditional sewage treatment technology: a large number of civil works, high construction and installation costs, long cycle, it is difficult to ensure no water or air leakage in civil works, odor pollution, serious secondary pollution such as residual sludge, and less water Or when there is no water for a long time, the fan is always in normal high-frequency operation, and the energy consumption and cost of operation remain high. In addition, the operation is complicated, the operation is unstable, and the load shock resistance is poor.

【Content of utility model】

The purpose of the utility model is to solve the problems existing in the existing traditional sewage treatment technology: a large number of civil works, high construction and installation costs, long cycle, it is difficult to ensure no water or air leakage in civil works, odor pollution, residual sludge and other secondary When the secondary pollution is serious, the amount of water is small or there is no water for a long time, the fan has been in normal high-frequency operation, and the energy consumption and cost of operation remain high. In addition, the operation is complicated, the operation is unstable, and the lack of load impact resistance is insufficient. A new type of efficient, intelligent and pollution-free comprehensive sewage treatment system.

The utility model is realized through the following technical solutions: an efficient, intelligent and pollution-free comprehensive sewage treatment system, including sewage inlet, anaerobic reaction tank, mud pumping port of anaerobic reaction tank, water pipe, aerobic reaction tank, sludge Pumps, sludge pipes, ozone collection pipes, air pumps, deodorization towers, disinfection sedimentation tanks, the front end of the anaerobic reaction tank is connected to the sewage inlet, and the top of the anaerobic reaction tank is provided with several biogas collection ports and inspection ports , the biogas collection port and inspection port is connected with a biogas air duct, the biogas in the biogas air duct is used for purification and storage, and the bottom of the anaerobic reaction tank is provided with an anaerobic reaction tank mud pumping port;

The top of the aerobic reaction tank is provided with several odor collection ports, and the odor collection ports are connected with odor collection pipes, and the odor collection pipes are connected with the air suction pump, and the air suction pump is connected with the air suction pump through a conduit. The deodorization tower is connected, the bottom of the aerobic reaction tank is provided with a sludge discharge pipe, and the tail end of the aerobic reaction tank is connected with a disinfection sedimentation tank;

The end of the anaerobic reaction tank is connected with the beginning of the aerobic reaction tank through a water pipe;

One end of the sludge pump is connected to the side wall of the anaerobic reaction tank through a sludge pipe, and the other end of the sludge pump is connected to the bottom of the aerobic reaction tank through a sludge pipe. Shut-off valve.

Further, the anaerobic reaction tank divides the tank body into several grids through the partition plate, and at the tank body and the grid plate, at the same horizontal and vertical position between the grid plate and the grid plate, a number of connecting parts that can perforate the pull ropes are set, and then Use glass fiber reinforced plastic material to glue the connecting piece firmly. After the glass fiber reinforced plastic material is hardened, use nylon rope to pass through the vertically corresponding connecting piece between the grid plate and the tank body, and between the grid plate and the grid plate, and straighten and fix it to form several upper and lower layers. Biological bed rope racks parallel to each other, and then install anaerobic microbial beds evenly at the vertical position of the upper and lower biological bed rope racks at a certain distance. In this way, a three-dimensional microbial bed is formed, which is immersed in anaerobic reaction tanks. The anaerobic reaction tanks are connected by pipes and the water in and out is passed in and out. Buried on the grid plate and sealed and glued by glass fiber reinforced plastic material, the pipe from the bottom is connected to the elbow, and the pipe is fixed on the grid plate by glass fiber reinforced plastic material. The first stage of the anaerobic reaction tank is connected with a sludge return pipe The biogas is collected through the pool mouth and introduced into the purification and storage equipment through the biogas pipe for use.

Further, the aerobic reaction tank divides the tank body into several grids through a partition, and at the same horizontal and vertical position between the tank body and the grid plate and the grid plate and the grid plate, several connecting pieces that can perforate the pull ropes are set, and then Use FRP material to stick the pendant firmly. After the FRP material is hardened, use a rope to pass through the grille and the tank body, and the vertically corresponding connectors between the grille and the grille, and straighten and fix them to form several or more upper and lower layers. Two rope racks parallel to each other, and then install the microbial bed at the vertical position of the upper and lower two rope racks according to a certain distance. The microbial bed is submerged in the aerobic reaction tank. The aerobic reaction tanks are connected by pipes and adopt the water passing method of top in and bottom out. The material is sealed and glued firmly, and the pipe from the bottom is connected to the elbow. The pipe is fixed on the grid plate through the glass fiber reinforced plastic material, and one or more gas-liquid mixing guide tubes are set in each grid of aerobic reaction tank. All levels of the aerobic reaction tank are designed with dissolved oxygen diversion tubes. The direction of water flow in the aerobic reaction tank is centered on the dissolved oxygen diversion tube, which is similar to the magnetic field line distribution diagram of a rectangular magnet. From the N pole to the S direction, the flow direction The lower end of the tube is fixed vertically on the bottom of the glass fiber reinforced plastic reaction tank by glass fiber reinforced plastic material, and there are several holes in different directions from the bottom of the diversion tube, the aeration tube directly extends into the diversion tube, and the aeration tube does not fall to the bottom , but the aeration tube is fixed at the pool mouth through the top bracket, and the upper end of the aeration tube is provided with a joint and a gas regulating valve. The aeration volume is adjusted through the gas valve. The rise drives the sewage to flow upward along the diversion pipe, and the sewage at the bottom of the aerobic tank automatically enters the circulation hole and flows upward with the air bubbles. The vertical liquid surface point is the center, and the liquid level in the center is higher than the surrounding area. Water naturally flows from the middle to the surrounding area, and then goes down to the circulation inlet. The flow direction of the liquid in the aerobic pool is similar to the magnetic force line diagram of the vertical rectangular magnet on the ground with the north pole facing up and the south pole facing down. , through continuous air supply, the sewage flows through the microbial bed repeatedly like magnetic lines of force, forming a small cycle imitating nature. The organic pollutants in the sewage are digested and decomposed by the microorganisms on the microbial bed again and again, and the sewage gradually becomes clearer. The water output of the system can meet the corresponding design requirements.

Further, the gas-liquid mixing guide tube is a dissolved oxygen guide tube, and the bottom of the dissolved oxygen guide tube is vertically fixed to the bottom of the tank body through a glass fiber reinforced plastic material, and the bottom of the dissolved oxygen guide tube is connected to the bottom of the tank body. There are several holes in different directions. The upper part of the diversion pipe is flush with the upper rope frame. The middle and upper parts of the diversion pipe are fixed on the glass fiber reinforced plastic tank with glass fiber reinforced plastic material, so that the diversion pipe is vertical to the bottom of the reaction tank, and the oxygen aeration pipe is directly from the tank mouth. It is inserted into the dissolved oxygen diversion tube, and the upper end of the aeration tube is provided with a union or an internal and external tooth connection, and a gas regulating valve.

Further, several holes are provided in different directions at 30 cm from the bottom of the dissolved oxygen guide pipe and the bottom of the tank.

Further, the disinfection sedimentation tank includes a disinfection sedimentation tank body, a reclaimed water pump, and a reclaimed water tank overflow port. A reclaimed water pump is provided inside the disinfection sedimentation tank body, and a reclaimed water tank overflow port is provided on the upper right of the disinfection sedimentation tank body. .

Further, the material of the anaerobic reaction tank and the aerobic reaction tank is glass fiber reinforced plastic.

Sewage raw water first passes through the grid in the sewage inlet to remove large debris, and then enters the multi-stage anaerobic reaction tank for energy-free resource recycling. The water from the end of the tank enters the anoxic adjustment tank, which adopts a pre-aeration design, stays in the anoxic adjustment tank for 0.5 to 2 hours, and the macromolecular organic matter is further degraded into small molecular organic matter, inorganic salts and water, etc. The biodegradability is further improved, providing high-quality water quality conditions for aerobic treatment, and the sewage can meet the design requirements after aerobic and disinfection treatment. High-concentration organic loads are deeply degraded in the unique energy-free anaerobic digestion device, and more than 80% of the organic matter in the sewage is converted into new energy biogas, inorganic salts, water and other components in the anaerobic device, and the biogas is purified and stored by corresponding equipment Application, because more than 80% of the organic matter is decomposed in the anaerobic stage, which greatly reduces the organic load and operating energy consumption of the aerobic reaction tank process, and the sewage can easily meet the effluent requirements through further treatment in the aerobic reaction tank. The aerobic reaction tank The sludge generated in the process is pumped into the anaerobic reaction tank for recycling and reduction treatment. The whole process has low energy consumption and no secondary pollution.

The beneficial effects of the utility model are:

(1) The glass fiber reinforced plastic reaction tank is used instead of the cement pool, which saves the amount of civil engineering, saves cost, and saves the system construction and installation cycle. time and the liquid level of the sump to judge the drainage peak period, trough period or holidays), and automatically control the energy consumption of the fan operation. When there is little water, the fan automatically selects low-frequency operation or intermittent operation to reduce operation Energy consumption, simple system structure, simple operation and management, low maintenance rate and maintenance cost, etc., the unique internal structure of the system makes the microbial biomass per unit volume more, and the corresponding treatment effect is better;

(2) Sewage raw water first passes through the grid in the sewage inlet to remove large debris, and then enters the multi-stage anaerobic reaction tank for energy-free resource recovery treatment. , the water from the end of the anaerobic tank enters the anoxic adjustment tank, and the anoxic adjustment tank adopts a pre-aeration design, stays in the anoxic adjustment tank for 0.5 to 2 hours, and the macromolecular organic matter is further degraded into small molecular organic matter, inorganic salt and water and other substances , The biodegradability of sewage is further improved, providing high-quality water quality conditions for aerobic treatment, and the sewage can meet the design requirements after aerobic and disinfection treatment. High-concentration organic loads are deeply degraded in the unique energy-free anaerobic digestion device, and more than 80% of the organic matter in the sewage is converted into new energy biogas, inorganic salts, water and other components in the anaerobic device, and the biogas is purified and stored by corresponding equipment application, because more than 80% of the organic matter is decomposed in the anaerobic stage, which greatly reduces the organic load and operating energy consumption of the aerobic process, and the sewage can easily meet the effluent requirements through further aerobic treatment, and the sludge produced in the aerobic process passes through The sludge is pumped into the anaerobic reaction tank for recycling and reduction treatment. The whole process has low energy consumption and no secondary pollution;

(3) All levels of the aerobic reaction tank are designed with dissolved oxygen diversion tubes. The direction of water flow in the aerobic reaction tank is centered on the dissolved oxygen diversion tube, which is similar to the magnetic field line distribution diagram of a rectangular magnet, from the N pole to the S direction , the diversion pipe is fixed at the bottom of the glass fiber reinforced plastic reaction tank, the aeration pipe directly extends into the diversion pipe, the aeration pipe generates bubbles in the dissolved oxygen diversion pipe, the bubbles rise and drive the sewage to flow upward along the diversion pipe, and the aeration pipe at the bottom of the aerobic tank The sewage automatically enters the circulation hole and flows upward with the air bubbles. The gas-water mixture flows out of the diversion pipe and protrudes vertically to the liquid surface of the aerobic reaction tank, forming a center with the vertical liquid level point of the diversion pipe as the center, and the liquid level in the center is higher than that of the surrounding area. The water naturally flows from the middle to the periphery, and goes down to the circulation inlet; the flow direction of the liquid in the aerobic pool is similar to the magnetic force line diagram of the vertical rectangular magnet on the ground with the north pole facing up and the south pole facing down. Through continuous air supply, the sewage flows through repeatedly like magnetic force lines The microbial bed forms a small cycle imitating nature. The organic pollutants in the sewage are digested and decomposed by the microorganisms on the microbial bed again and again, the sewage gradually becomes clear, and the system effluent can meet the corresponding design requirements; this method is simple in structure and pollution-free The waste is decomposed and digested by the microbial flora on the microbial bed, and converted into energy, new microbial bacteria, etc., so the sludge output is very small, the system has strong load impact resistance, stable effluent, and good treatment effect;

(4) The aerobic reaction tanks at all levels are equipped with sludge discharge pipes, and independent control valves are installed on each level of sludge discharge pipes. The sludge generated in the aerobic process is sent to the anaerobic reaction without energy consumption through sludge pumps. The tank is reduced, harmless, and resource-based. The biogas generated is collected, purified, stored, and applied through equipment. The waste gas generated during the aerobic process is collected through the pipeline and discharged after deodorization treatment. The aerobic effluent is disinfected. Afterwards, it can meet the urban miscellaneous water standard and directly reuse it. The whole treatment process realizes the full resource utilization of various substances. This system focuses on the resource utilization of pollutants, humanized automatic operation mode, low construction and operation costs, and simple management and maintenance. .

【Description of drawings】

Fig. 1 is the structural representation of the efficient, intelligent and pollution-free integrated sewage treatment system of the utility model;

Fig. 2 is the utility model anaerobic reaction tank section A-A structure schematic diagram;

Fig. 3 is the utility model anaerobic reaction tank section A-A side view structural representation;

Fig. 4 is the utility model aerobic reaction tank section B-B structure schematic diagram;

Fig. 5 is the utility model aerobic reaction tank section B-B side view structure diagram;

Reference signs: 1. Sewage inlet; 2. Anaerobic reaction tank; 21. Biogas collection port and inspection port; 22. Biogas air duct; 23. Partition; 24. Overflow port; 25. Anaerobic microbial bed; 26 . Biological bed rope frame; 27. Rope connector; 28. Overflow pipe; 3. Anaerobic reaction tank pumping port; 4. Water pipe; 5. Aerobic reaction tank; 51. Odor gas collection port; 52. Gas adjustment Valve; 53. Dissolved oxygen diversion pipe; 54. Aeration pipe; 55. Circulation inlet; 56. Aerobic microbial bed; 6. Sludge pump; 7. Sludge pipe; 71. Stop valve; 8. Ozone collection pipe 9, suction pump; 10, deodorizing tower; 11, disinfection sedimentation tank; 110, disinfection sedimentation tank body; 111, reclaimed water pump; 112, reclaimed water tank overflow.

【Detailed ways】

Below in conjunction with accompanying drawing and specific embodiment, the utility model is further described:

As shown in Figure 1, Figure 2, Figure 3, Figure 4, and Figure 5, an efficient, intelligent and pollution-free comprehensive sewage treatment system includes sewage inlet 1, anaerobic reaction tank 2, anaerobic reaction tank mud pumping port 3, Water pipe 4, aerobic reaction tank 5, sludge pump 6, sludge pipe 7, ozone collection pipe 8, air pump 9, deodorization tower 10, disinfection sedimentation tank 11, the front end of the anaerobic reaction tank 2 is connected to a sewage inlet 1. The top of the anaerobic reaction tank 2 is provided with a number of biogas collection ports and inspection ports 21, and the biogas collection ports and inspection ports 21 are connected with biogas ducts 22, and the biogas in the biogas ducts 22 is used for purification and storage In use, the bottom of the anaerobic reaction tank 2 is provided with an anaerobic reaction tank mud pumping port 3;

The top of the aerobic reaction tank 5 is provided with several odor collection ports 51, and the odor collection ports 51 are connected with an ozone collection pipe 8, and the ozone collection pipe 8 is connected with the air suction pump 9, and the air suction pump 9 is connected to the deodorizing tower 10 through a conduit, a sludge discharge pipe is provided at the bottom of the aerobic reaction tank 5, and a disinfection sedimentation tank 11 is connected to the tail end of the aerobic reaction tank 5;

The end of the anaerobic reaction tank 2 is connected with the beginning of the aerobic reaction tank 5 through a water pipe 4;

One end of the sludge pump 6 is connected to the side wall of the anaerobic reaction tank 2 through a sludge pipe 7, and the other end of the sludge pump 6 is communicated with the bottom of the aerobic reaction tank 5 through a sludge pipe 7. The sludge pipe 7 is provided with a stop valve 71 .

Preferably, the anaerobic reaction tank 2 divides the tank body into several grids through the partition plate 23, and in the tank body and the grid plate, at the same horizontal and vertical position between the grid plate and the grid plate, several connecting pieces that can perforate the pull ropes are set. 27. Then use glass fiber reinforced plastic material to stick the connecting piece firmly. After the glass fiber reinforced plastic material is hardened, use nylon rope to pass through the vertically corresponding connecting piece between the grid plate and the tank body, and between the grid plate and the grid plate, and straighten and fix it to form two upper and lower sides. Layer several biological bed rope racks 26 parallel to each other, then install the anaerobic microbial bed 25 evenly at the vertical position of the upper and lower two layers of biological bed rope racks 26 at a certain distance, and the anaerobic microbial bed 25 is connected with the rope rack 26 or by binding Or use cable ties to tighten it to prevent it from falling off, so that a three-dimensional microbial bed 25 is formed and immersed in the anaerobic reaction tank 2. The anaerobic reaction tanks 2 are connected by pipelines and the water in and out adopts the water passing method of going in and out, The overflow port 24 on the grille is pre-embedded on the grille with a pipe elbow and is sealed and glued by glass fiber reinforced plastic material. The first stage of the oxygen reaction tank 2 is provided with a sludge return pipe connection port, and biogas is collected through the pool mouth and introduced into the biogas pipe for purification, storage and application.

Preferably, the aerobic reaction tank 5 divides the tank body into several grids through the partition plate 23, and in the tank body and the grid plate, at the same horizontal and vertical position between the grid plate and the grid plate, several connecting pieces that can perforate the pull ropes are set. 27. Then use FRP material to stick the pendant firmly. After the FRP material is hardened, use a rope to pass through the grille and the tank body, and the vertically corresponding connectors between the grille and the grille, and straighten and fix them to form two upper and lower layers. rope racks 26 parallel to each other, and then install the microbial bed 25 at the vertical position of the upper and lower layers of rope racks 26 according to a certain distance. fall off, thus forming a three-dimensional microbial bed, immersed in the aerobic reaction tank 5, the aerobic reaction tank 5 is connected by pipelines and adopts the way of passing water from top to bottom. Buried on the grid plate and sealed by glass fiber reinforced plastic material, the pipe connecting the elbow from the bottom of the water is fixed on the grid plate by glass fiber reinforced plastic material, and one or A plurality of gas-liquid mixed dissolved oxygen guide pipes 53, the bottom of the dissolved oxygen guide pipe 53 is vertically fixed on the bottom of the glass tank through the glass fiber reinforced plastic material, and several holes are opened in different directions from the bottom of the tank body, and the dissolved oxygen guide pipe The upper part of 53 is flush with the upper rope rack 26, and the middle and upper part of the dissolved oxygen diversion pipe 53 is fixed on the glass fiber reinforced plastic tank body with glass fiber reinforced plastic material, so that the dissolved oxygen diversion pipe 53 is vertical to the bottom of the reaction tank, and the oxygen increasing pipe is directly inserted into the gas-liquid from the pool mouth In the mixing dissolved oxygen diversion pipe 53, the upper end of the oxygen increasing pipe is provided with a live joint or an internal and external tooth connection, and a gas regulating valve 52 is arranged. 5. The direction of the internal water flow is centered on the dissolved oxygen diversion pipe 53, which is similar to the distribution diagram of the magnetic force lines of a rectangular magnet. From the N pole to the S direction, the lower end of the dissolved oxygen diversion pipe 53 is vertically fixed on the glass fiber reinforced plastic reaction tank through the glass fiber reinforced plastic material. Bottom, and several holes are opened in different directions from the bottom of the dissolved oxygen guide pipe 53, the aeration pipe 54 directly extends into the dissolved oxygen guide pipe 53, the aeration pipe 54 does not fall to the bottom of the tank, but passes the aeration The air pipe 54 is fixed at the pool mouth, and the upper end of the aeration pipe 54 is provided with a joint, and a gas regulating valve 52, through which the aeration volume of the 52 is adjusted, and the aeration pipe 54 generates air bubbles in the dissolved oxygen guide pipe 53, and the air bubbles rise Drive the sewage to flow upwards along the diversion pipe, the sewage at the bottom of the aerobic pool automatically enters the circulation hole and flows upwards with the air bubbles, the gas-water mixture flows out of the dissolved oxygen diversion pipe 53 and protrudes vertically toward the liquid surface of the aerobic reaction tank 5, forming the The dissolved oxygen diversion pipe 53 is centered at the vertical liquid level point, and the liquid level in the center is higher than that of the surrounding area. The water naturally flows from the middle to the surrounding area, and then descends until the circulation inlet 55. The liquid flow direction in the aerobic pool is similar to that of the vertical ground with the North Pole facing up to the South Pole. The magnetic force line diagram of the downward rectangular magnet, through continuous air supply, makes the sewage flow through the microbial bed 25 repeatedly like magnetic force lines, forming a small cycle imitating nature, and the organic pollutants in the sewage are repeatedly absorbed by the microorganisms on the microbial bed. After digestion and decomposition, the sewage gradually becomes clear, and the system effluent can meet the corresponding design requirements.

Preferably, the gas-liquid mixing guide tube is a dissolved oxygen guide tube 53, and the bottom of the dissolved oxygen guide tube 53 is vertically fixed to the bottom of the glass tank through a glass fiber reinforced plastic material, and the bottom of the dissolved oxygen guide tube is in contact with the tank. There are several holes in different directions at the bottom of the body. The upper part of the diversion pipe is flush with the upper rope frame. 54 is directly inserted in the dissolved oxygen guide pipe 53 from the pool mouth, and the upper end of the oxygen exposure pipe 54 is provided with a union or an internal and external tooth connection, and is provided with a gas regulating valve 52 .

Preferably, several holes are provided in different directions at 30 cm from the bottom of the dissolved oxygen guide pipe and the bottom of the tank.

Preferably, the disinfection sedimentation tank 11 includes a disinfection sedimentation tank body 110, a reclaimed water pump 111, and a reclaimed water tank overflow 112, the inside of the disinfection sedimentation tank body 110 is provided with a reclaimed water pump 111, and the upper right side of the disinfection sedimentation tank body 110 is provided with There is an overflow port 112 in the middle water pool.

Preferably, the material of the anaerobic reaction tank 2 and the aerobic reaction tank 5 is glass fiber reinforced plastic.

According to the disclosure and teaching of the above specification, those skilled in the art to which the present utility model belongs can also make appropriate changes and modifications to the above embodiment. Therefore, the utility model is not limited to the specific implementation manners disclosed and described above, and some modifications and changes to the utility model should also fall within the scope of protection of the claims of the utility model. In addition, although some specific terms are used in this specification, these terms are only for convenience of description and do not constitute any limitation to the present utility model.

Claims (7)

1. A highly efficient, intelligent and pollution-free integrated sewage treatment system, characterized in that it includes a sewage inlet, anaerobic reaction tank, anaerobic reaction tank mud pumping port, water pipe, aerobic reaction tank, sludge pump, sludge pipe, Ozone collection pipe, air extraction pump, deodorization tower, disinfection sedimentation tank, the front end of the anaerobic reaction tank is connected with a sewage inlet, the top of the anaerobic reaction tank is provided with several biogas collection ports and maintenance ports, and the biogas collection port The maintenance port is connected with a biogas air pipe, the biogas in the biogas air pipe is used for purification and storage, and the bottom of the anaerobic reaction tank is provided with a mud pumping port for the anaerobic reaction tank; The top of the aerobic reaction tank is provided with several odor collection ports, and the odor collection ports are connected with ozone collection pipes, and the ozone collection pipes are connected with the air suction pump, and the air suction pump is connected with the dehumidifier through a conduit. The odor tower is connected, the bottom of the aerobic reaction tank is provided with a sludge discharge pipe, and the tail end of the aerobic reaction tank is connected with a disinfection sedimentation tank; The end of the anaerobic reaction tank is connected with the beginning of the aerobic reaction tank through a water pipe; One end of the sludge pump is connected to the side wall of the anaerobic reaction tank through a sludge pipe, and the other end of the sludge pump is connected to the bottom of the aerobic reaction tank through a sludge pipe. Shut-off valve. 2. The efficient, intelligent and pollution-free integrated sewage treatment system according to claim 1, characterized in that: the anaerobic reaction tank divides the tank body into several grids through partitions, and the tank body and the grid plate and the grid plate and grid At the same level and vertical position between the plates, set up several connecting pieces that can perforate the opposite pull ropes, and then use the glass fiber reinforced plastic material to stick the pendant firmly. After the glass fiber reinforced plastic material is hardened, use the nylon rope to pass through the grid plate and the tank body, as well as the grid plate and the grid plate The vertically corresponding connectors between them are straightened and fixed to form several parallel biological bed rope racks on the upper and lower layers, and then the anaerobic microbial bed is evenly installed at the vertical position of the upper and lower biological bed rope racks at a certain distance. The connection between the aerobic microbial bed and the rope frame is either bound or tightened with cable ties to prevent falling off. In this way, a three-dimensional microbial bed is formed and submerged in an anaerobic reaction tank. The overflow method of the grid plate is pre-embedded on the grid plate with a pipe elbow and sealed and glued by the glass fiber reinforced plastic material. The pipe that flows from the bottom is connected to the elbow, and the overflow pipe is fixed on the grid plate by the glass fiber reinforced plastic material. Above, the first stage of the anaerobic reaction tank is equipped with a sludge return pipe connection port, and the biogas is collected through the pool mouth and introduced into the purification and storage equipment through the biogas pipe for use. 3. The efficient, intelligent and pollution-free comprehensive sewage treatment system according to claim 1, characterized in that: the aerobic reaction tank divides the tank body into several grids through the partition, and the tank body and the grid plate and the grid plate and the grid At the same horizontal and vertical place between the plates, set up several connecting pieces that can perforate the ropes, and then use the glass fiber reinforced plastic material to stick the pendant firmly. The vertically corresponding connectors between them are straightened and fixed to form several or more parallel rope racks on the upper and lower layers, and then the microbial bed is installed at the vertical position of the upper and lower rope racks at a certain distance. The rope frame is connected, and the connection is tied or tightened with a cable tie to prevent it from falling off. In this way, a three-dimensional microbial bed is formed and submerged in the aerobic reaction tank. method, the overflow port on the grid plate is pre-embedded on the grid plate with a pipe elbow and is sealed and glued firmly by the glass fiber reinforced plastic material. One or more gas-liquid mixing guide tubes are arranged in each aerobic reaction tank. 4. The efficient, intelligent and pollution-free comprehensive sewage treatment system according to claim 3, characterized in that: the gas-liquid mixing diversion pipe is a dissolved oxygen diversion pipe, and the bottom of the dissolved oxygen diversion pipe is made of glass fiber reinforced plastic Vertically fixed on the bottom of the tank, the bottom of the dissolved oxygen diversion pipe is provided with several holes in different directions from the bottom of the tank, the upper part of the dissolved oxygen diversion pipe is flush with the upper rope frame, and the middle and upper part of the dissolved oxygen diversion pipe is made of glass fiber reinforced plastic The material is fixed on the tank so that the dissolved oxygen diversion tube is vertical to the bottom of the reaction tank. The oxygen exposure tube is directly inserted into the dissolved oxygen diversion tube from the pool mouth. valve. 5. The efficient, intelligent and pollution-free comprehensive sewage treatment system according to claim 4, characterized in that: the bottom of the dissolved oxygen diversion pipe is provided with several holes in different directions at 30 cm from the bottom of the tank body. 6. The efficient, intelligent and pollution-free comprehensive sewage treatment system according to claim 1, characterized in that: the disinfection sedimentation tank includes a disinfection sedimentation tank body, a reclaimed water pump, and a reclaimed water tank overflow, and the interior of the disinfection sedimentation tank body is equipped with There is a reclaimed water pump, and a reclaimed water tank overflow is provided on the upper right side of the disinfection sedimentation tank body. 7. The efficient, intelligent and pollution-free comprehensive sewage treatment system according to claim 1, characterized in that: the material of the anaerobic reaction tank and the aerobic reaction tank is glass fiber reinforced plastic.