CN215365096U - Reinforced concrete up-flow anaerobic sludge blanket reaction tank - Google Patents
Reinforced concrete up-flow anaerobic sludge blanket reaction tank Download PDFInfo
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Abstract
The utility model provides a reinforced concrete up-flow anaerobic sludge blanket reaction tank, belonging to the technical field of wastewater treatment devices. The reinforced concrete reaction tank comprises a reinforced concrete reaction tank body, wherein the lower part of the reinforced concrete reaction tank body is fixed below the ground, the upper part of the reinforced concrete reaction tank body is provided with a water outlet component, and the inner wall of the reinforced concrete reaction tank body is coated with an impermeable anticorrosive layer; the water distribution system comprises a water inlet main pipe arranged at the top of the reinforced concrete reaction tank body, wherein the water inlet main pipe extends into the reinforced concrete reaction tank body and is communicated with 2 groups of water inlet branch pipes, and the 2 groups of water inlet branch pipes extend into the bottom of the reinforced concrete reaction tank body from the top of the reinforced concrete reaction tank body along the tank wall and are connected with a water distributor. The utility model greatly improves the structural stability and wind resistance stability of the UASB, has good anti-seepage and airtight performance, and improves the service life and service performance of the UASB reaction device; the top water inlet and tank bottom annular water distribution mode is provided, and the problems of water inlet and uniform water distribution of the semi-underground reinforced concrete reaction tank are effectively solved.
Description
Technical Field
The utility model belongs to the technical field of wastewater treatment devices, and particularly relates to a reinforced concrete upflow anaerobic sludge blanket reaction tank.
Background
At present, the method for treating high-concentration organic sewage mainly comprises a physical and chemical process and a biological treatment process. The physical and chemical process for treating sewage has the problems of high treatment cost, difficult guarantee of effect, unstable operation and the like. Therefore, biological treatment methods attract the attention of researchers, and the anaerobic process is widely concerned with the advantages of low energy consumption, high load, small amount of excess sludge and the like. An upflow anaerobic sludge blanket reactor (UASB) is a typical representative of a new generation of high-efficiency anaerobic reactors, and has been applied to industries generating high-concentration wastewater in printing and dyeing, papermaking, chemical industry and the like in recent years, and shows good treatment effect. In addition, the sewage is treated by the UASB anaerobic reactor, so that not only can a good treatment effect be achieved, but also the renewable clean energy hydrogen or methane can be produced.
The UASB reactor that currently commonly uses is the hollow cylindrical steel jar body, and the jar body is by arranging sludge blanket, suspension room, three-phase separator and collecting chamber from last in proper order down, and there are collection chamber and outlet duct on the upper portion of collecting chamber, and the bottom of the jar body sets up inlet tube and mud pipe. The sewage is conveyed into the tank body through the water inlet pump and then contacts anaerobic bacteria in the sludge bed to generate methane; partial marsh gas enters a suspension chamber with sludge particles, a three-phase separator separates solid, liquid and gas, the separated gas and liquid are respectively collected by a gas collection chamber and a water collection chamber, and the sludge particles fall back to a sludge bed.
Although UASB reactors of this type are widely used, problems arise during their use. For example, in a region with loose geology and easy collapse in a coastal region, the problems of deformation, damage and the like of pipeline equipment caused by the fact that a tank reactor is easy to settle are solved; also, the problem of severe corrosion of the tank due to seawater erosion occurs. In addition, along with the rapid development of the quality of high-strength steel, the wall thickness of the storage tank is gradually reduced, but the wind resistance stability of the reactor tank body is increasingly poor due to the reduction of the quality, and in addition, the UASB tank body is mostly placed on the ground and has larger longitudinal height, so that the problems of poor wind resistance stability, easy inclination or deviation and the like generally exist in coastal and northwest wind-sand dense areas, and even the tank body is deformed and toppled by serious people.
In addition, in order to save cost, the conventional UASB reactor is generally made of anticorrosive carbon steel, so that the service life of the reactor is greatly shortened. In order to avoid the above problems, ensure the normal operation of the UASB reactor and reduce the potential safety hazard of the UASB reactor, it is necessary to improve the design of the current UASB reaction apparatus.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems in the prior art, and provides a reinforced concrete upflow anaerobic sludge blanket reaction tank to solve the problems of easy collapse, easy corrosion, easy deformation, poor wind resistance and the like of the conventional tank type UASB reactor in the use process, prolong the service life and improve the service performance of the UASB reaction device, so that the UASB reaction device has wider application space and application field.
The utility model is realized by the following technical scheme:
the utility model provides a reinforced concrete up-flow anaerobic sludge blanket reaction tank, which comprises:
the lower part of the reinforced concrete reaction tank body is fixed below the ground, the inner wall of the reinforced concrete reaction tank body is coated with an impermeable anticorrosive layer, and the upper part of the reinforced concrete reaction tank body is provided with a water outlet component;
the water distribution system comprises a water inlet main pipe arranged at the top of the reinforced concrete reaction tank body, wherein the water inlet main pipe extends into the reinforced concrete reaction tank body and is communicated with 2 groups of water inlet branch pipes, and the 2 groups of water inlet branch pipes respectively extend into the bottom of the reinforced concrete reaction tank body from the top of the reinforced concrete reaction tank body along the tank wall and are connected with the water distributor.
The utility model is further improved in that:
the top of the reinforced concrete reaction tank body is provided with an air outlet water-sealed tank, the upper part in the reinforced concrete reaction tank body is provided with a gas collecting hood, and the air outlet water-sealed tank is communicated with the gas collecting hood.
The utility model is further improved in that:
the water outlet component is a water outlet groove or a water outlet weir;
the upper part of the inner wall of the reinforced concrete reaction tank body is provided with a water outlet groove, the water outlet groove surrounds the tank wall of the reinforced concrete reaction tank body for a circle and is spirally surrounded, and the tank wall of the reinforced concrete reaction tank body positioned at the lowest point of the water outlet groove is provided with a water outlet;
or, the upper part of the reinforced concrete reaction tank body is provided with water outlet weirs, and preferably, the number of the water outlet weirs is 3.
The utility model is further improved in that:
the reaction tank also comprises a three-phase separator, the three-phase separator is arranged in the reinforced concrete reaction tank body and is positioned below the water outlet component, and the three-phase separator is respectively communicated with the gas collecting hood and the water outlet component;
the bottom of the three-phase separator is placed on the bracket, the top of the three-phase separator is fixed on the inner wall of the reinforced concrete reaction tank body through a fixer, the three-phase separator comprises an air outlet part and a water outlet part, the air outlet part is communicated with the gas collecting hood, and the water outlet part is communicated with the water outlet member;
the bracket is a reinforced concrete platform which is arranged on the side wall of the inner cavity of the reinforced concrete reaction tank body and protrudes horizontally.
The utility model is further improved in that:
a first reinforced concrete beam is horizontally arranged at the upper part of the reinforced concrete reaction tank body and is positioned at the bottom of the three-phase separator;
the lower part of the reinforced concrete reaction tank body is provided with a second reinforced concrete beam;
and the first reinforced concrete beam and the second reinforced concrete beam are arranged in parallel.
The utility model is further improved in that:
the reinforced concrete reaction tank body is also internally provided with a vertical reinforced concrete support column, the top of the reinforced concrete support column is fixed at the top of the reinforced concrete reaction tank body, and the bottom of the reinforced concrete support column is fixed at the bottom of the reinforced concrete reaction tank body.
The utility model is further improved in that:
the water distributor is a circular pipeline, a plurality of water distribution holes are uniformly arranged on a loop of the water distributor, and the bottom of the water distributor is supported and fixed at the bottom of the reinforced concrete reaction tank body through the water distributor.
The utility model is further improved in that:
the lower part of the reinforced concrete reaction tank body is provided with an external circulating pipe which extends out of the reinforced concrete reaction tank body and is communicated with a circulating pump, and the circulating pump is communicated with a water inlet main pipe through a pipeline.
The utility model is further improved in that:
and a sludge discharge pipe is arranged at the bottom of the reinforced concrete reaction tank body and at the lower part of the second reinforced concrete beam, and the pipe orifice of the sludge inlet pipe is cut.
The utility model is further improved in that:
the top of the reinforced concrete reaction tank body is provided with a safe water seal tank which is communicated with the inner cavity of the reinforced concrete reaction tank body.
Compared with the prior art, the utility model has the beneficial effects that:
(1) according to the reinforced concrete up-flow anaerobic sludge blanket reaction tank, the reaction tank is of a semi-underground structure, so that the structural stability and wind resistance stability of the UASB are greatly improved.
(2) According to the reinforced concrete upflow anaerobic sludge blanket reaction tank, the reinforced concrete is made of concrete with good air tightness and seepage-proofing performance, so that the reinforced concrete upflow anaerobic sludge blanket reaction tank has good seepage-proofing performance and good air tightness, and can effectively prevent sewage leakage and methane leakage.
(3) The utility model provides a reinforced concrete up-flow anaerobic sludge blanket reaction tank, which has a semi-underground structure, and cannot be realized by a traditional bottom water inlet mode.
(4) According to the reinforced concrete upflow anaerobic sludge blanket reaction tank, the top end of the reaction tank is provided with the air outlet water seal tank, so that methane generated by the reaction tank is prevented from leaking, air cannot enter the reaction tank, and the anaerobic environment in the reaction tank is kept; the top of the reaction tank is provided with a safe water seal tank to play a role of safety protection, so that potential safety hazards caused by methane gathering in the tank due to pressure build-up in the tank are prevented.
(5) The reinforced concrete upflow anaerobic sludge blanket reaction tank has strong adaptability and wide application range, and can be applied to various natural environments and various high-concentration organic sewage treatment industries.
Drawings
FIG. 1 is a sectional view showing the structure of a first upward flow anaerobic sludge blanket reaction tank made of reinforced concrete according to the present invention;
FIG. 2 is a structural diagram of a water distribution system in a first reinforced concrete upflow anaerobic sludge blanket reaction tank in the utility model;
FIG. 3 is a sectional view showing the structure of a second upward-flow anaerobic sludge blanket reaction tank made of reinforced concrete according to the present invention;
FIG. 4 is a flow chart of a process for treating high concentration organic wastewater from a winery.
In the figure, 1, a reinforced concrete reaction tank body, 2, an air outlet water seal tank, 3, a safe water seal tank, 4, a gas collecting hood, 5, an water outlet groove, 6, a water outlet weir, 7, a three-phase separator, 8, a bracket, 9, a fixer, 10, a first reinforced concrete beam, 11, a second reinforced concrete beam, 12, a reinforced concrete support column, 13, a water inlet main pipe, 14, a water inlet branch pipe, 15, a water distributor, 16, a water distribution hole, 17, a water distributor support, 18, an external circulation pipe, 19, a circulation pump, 20, a mud discharge pipe, 21 and a manhole.
Detailed Description
The utility model is described in further detail below with reference to the accompanying drawings:
the utility model provides a reinforced concrete upflow anaerobic sludge blanket reaction tank, which can be a rectangular cylinder in appearance or other shapes, is made of airtight corrosion-resistant reinforced concrete and has a half-underground structure, and a layer of anti-seepage and anti-corrosion material is coated on the inner wall of the reaction tank for anti-seepage and anti-corrosion treatment, so that a reinforced concrete UASB reaction tank has good anti-seepage and anti-corrosion effects and good air tightness compared with a traditional reinforced concrete water tank.
The utility model relates to a reinforced concrete UASB reaction tank, as shown in figure 1, figure 2 and figure 3, comprising a reinforced concrete reaction tank body 1, wherein the lower part of the reinforced concrete reaction tank body 1 is fixed under the ground (namely, the foundation of the reinforced concrete reaction tank body 1 is arranged under the ground), and the inner wall of the reinforced concrete reaction tank body 1 is coated with an anti-seepage and anti-corrosion layer for anti-seepage and anti-corrosion treatment; the top of the reinforced concrete reaction tank body 1 is provided with an air outlet water seal tank 2 and a safe water seal tank 3, the safe water seal tank 3 is communicated with the inner cavity of the reinforced concrete reaction tank body 1 through an embedded pipeline, and the safe water seal tank 3 plays a role in safety protection and prevents potential safety hazards caused by methane gathering in the tank due to pressure build-up in the reinforced concrete reaction tank body 1; the upper part in the reinforced concrete reaction tank body 1 is provided with a gas collecting hood 4, the gas collecting hood 4 is communicated with the air outlet water seal tank 2 through a pre-buried pipeline, and the function of the reinforced concrete reaction tank is that methane generated in the reinforced concrete reaction tank body 1 is collected through the gas collecting hood 4, and is discharged out of the reinforced concrete reaction tank body 1 through the air outlet water seal tank 2 and then is collected and utilized.
The reinforced concrete reaction tank body 1 is provided with a water outlet component for discharging the wastewater treated in the reinforced concrete reaction tank body 1. Wherein the water outlet member can be a water outlet channel 5 or a water outlet weir 6.
The method specifically comprises the following steps: the upper part of the inner wall of the reinforced concrete reaction tank body 1 is provided with a water outlet groove 5, the water outlet groove 5 surrounds the tank wall of the reinforced concrete reaction tank body 1 for a circle and is spirally surrounded, namely has a certain gradient and a certain slope direction; the wall of the reinforced concrete reaction tank body 1 at the lowest point of the water outlet groove is provided with a water outlet. The water outlet groove 5 is used for collecting the water outlet of the reinforced concrete reaction tank body 1 and discharging the water outlet through a water outlet. Or, the upper part of the reinforced concrete reaction tank body 1 is provided with the water outlet weir 6, and the water outlet weirs 6 are provided with 3, so that the water outlet load of the reinforced concrete reaction tank body 1 can be effectively controlled, and the water outlet is kept uniform and stable.
The reinforced concrete reaction tank body 1 is internally provided with a three-phase separator 7, the three-phase separator 7 is positioned below the water outlet groove 5 or the water outlet weir 6, the bottom of the three-phase separator 7 is placed on the bracket 8, the bracket 8 is arranged on the side wall of the inner cavity of the reinforced concrete reaction tank body 1, the top of the three-phase separator 7 is fixed on the inner wall of the reinforced concrete reaction tank body 1 through a fixer 9, the three-phase separator 7 comprises a gas outlet part and a water outlet part, the gas outlet part is communicated with the gas collecting hood 4, the water outlet part is communicated with the water outlet groove 5 or the water outlet weir 6, the three-phase separator 7 has the function of separating a three-phase mixture of sludge, sewage and methane in the reinforced concrete reaction tank body 1, the sludge is settled to a sludge area at the bottom of the reinforced concrete reaction tank body 1, and the sewage and the methane are separated into steam and water after passing through the three-phase separator.
The bracket 8 is a reinforced concrete platform which is arranged on the side wall of the inner cavity of the reinforced concrete reaction tank body 1 and protrudes horizontally, and has the function of supporting the three-phase separator 7.
The upper part of the reinforced concrete reaction tank body 1 is provided with a first reinforced concrete beam 10, and the first reinforced concrete beam 10 is positioned at the bottom of the three-phase separator 7 and is a supporting beam of the three-phase separator 7 and a stable supporting beam of the reinforced concrete reaction tank body 1; the lower part of reinforced concrete reaction tank body 1 is equipped with second reinforced concrete roof beam 11, and second reinforced concrete roof beam 11 is the structural stability supporting beam of reinforced concrete reaction tank body 1.
The first reinforced concrete beam 10 and the second reinforced concrete beam 11 are arranged in parallel. The two ends of the first reinforced concrete beam 10 and the second reinforced concrete beam 11 are respectively fixed on the inner wall of the reinforced concrete reaction tank body 1.
In an embodiment of the present invention, a vertical reinforced concrete support column 12 is further disposed in the reinforced concrete reaction tank body 1, the top of the reinforced concrete support column 12 is fixed to the top of the reinforced concrete reaction tank body 1, and the bottom of the reinforced concrete support column 12 is fixed to the bottom of the reinforced concrete reaction tank body 1, so as to improve the stability of the reinforced concrete reaction tank body 1.
In an embodiment of the present invention, a water distribution system is disposed in a reinforced concrete reaction tank body 1, as shown in fig. 2, the water distribution system includes a water inlet main pipe 13, 2 groups of water inlet branch pipes 14 and a water distributor 15, wherein the water inlet main pipe 13 is located at the top of the reinforced concrete reaction tank body 1, the water inlet main pipe 13 extends into the reinforced concrete reaction tank body 1 and is communicated with the 2 groups of water inlet branch pipes 14, the 2 groups of water inlet branch pipes 14 extend into the bottom of the reinforced concrete reaction tank body 1 along the tank wall from the top of the reinforced concrete reaction tank body 1 respectively, and are connected with the water distributor 15, the water distributor 15 is an annular pipeline, a plurality of water distribution holes 16 are uniformly disposed on the annular pipeline of the water distributor 15, the inlet water is uniformly distributed into the reinforced concrete reaction tank body 1, the bottom of the water distributor 15 is fixed by a water distributor support 17, and the bottom of the water distributor support 17 is welded and fixed to the bottom of the reinforced concrete reaction tank body 1.
In one embodiment of the utility model, the outer circulation pipe 18 is arranged at the lower part of the reinforced concrete reaction tank body 1, the outer circulation pipe 18 extends out of the reinforced concrete reaction tank body 1 and is communicated with the circulation pump 19, the circulation pump 19 is communicated with the water inlet main pipe 13 through a pipeline, sewage in the reinforced concrete reaction tank body 1 is conveyed to the water inlet main pipe 13 through the outer circulation pipe 18 and the circulation pump 19 in sequence and then enters the reinforced concrete reaction tank body 1 through the water inlet main pipe 13 to form internal sewage circulation, and the sewage and sludge in the reinforced concrete reaction tank body 1 are subjected to circulation stirring and muddy water homogenization, so that the efficient degradation of organic pollutants in the sewage is ensured.
The bottom of reinforced concrete reaction tank body 1 and the lower part that is located second reinforced concrete roof beam 11 are equipped with mud pipe 20, and the mouth of pipe of advancing mud pipe 20 is cut and is handled, has increased into mud open area, blocks up the pipeline when preventing to advance mud, and mud pipe 20 passes the pool wall of reinforced concrete reaction tank body 1 and finally links to each other with the dredge pump.
The working principle of the reinforced concrete upflow anaerobic sludge blanket reaction tank is as follows:
sewage to be treated uniformly enters the reinforced concrete reaction tank body 1 through the sewage header pipe 13, the 2 groups of water inlet branch pipes 14 and the plurality of water distribution holes 16 on the water distributor 15 to be treated, the sewage is treated, a three-phase separator 7 separates a three-phase mixture of sludge, sewage and methane after the sewage treatment is finished, the sludge is settled to a sludge area at the bottom of the reinforced concrete reaction tank body 1 and is discharged through a sludge discharge pipe 20, the sewage flows out through a water outlet groove 5 or a water outlet weir 6 and enters a next treatment unit, and the methane sequentially passes through the gas collecting cover 4 and the gas outlet water seal tank 2 to be discharged out of the reinforced concrete reaction tank body 1 and is collected and utilized;
further, an external circulation pipe 18 is arranged at the lower part of the reinforced concrete reaction tank body 1, the external circulation pipe 18 extends out of the reinforced concrete reaction tank body 1 and is communicated with a circulation pump 19, the circulation pump 19 is communicated with the water inlet main pipe 13 through a pipeline, sewage in the reinforced concrete reaction tank body 1 is conveyed to the water inlet main pipe 13 through the external circulation pipe 18 and the circulation pump 19 in sequence and then enters the reinforced concrete reaction tank body 1 through the water inlet main pipe 13 to form internal sewage circulation, and the sewage and sludge in the reinforced concrete reaction tank body 1 are subjected to circulating stirring and muddy water homogenization, so that the efficient degradation of organic pollutants in the sewage is ensured.
[ example 1 ]
Example 1 the utility model is applied to the waste leachate waste water treatment of a certain waste incineration plant, and the treated water quantity is 200m3The water quality index of the treatment is as follows:
in embodiment 1, the UASB reaction tank made of reinforced concrete has a size L × B × H ═ 13m × 12m × 10m, and has a structure shown in fig. 1 and fig. 2, and the reaction tank includes an air outlet water-sealed tank 2, a safe water-sealed tank 3, a gas collecting hood 4, a water outlet tank 5, a three-phase separator 7, a bracket 8, a holder 9, a first reinforced concrete beam 10, a second reinforced concrete beam 11, a water inlet header pipe 13, a water inlet branch pipe 14, a water distributor 15, a water distributor support 17, a sludge discharge pipe 20, and a manhole 21.
The percolate of the plant is lifted to a water inlet main pipe 13 of a USAB reaction tank by a lifting pump, and the water inlet main pipe 13 is
The water outlet of the water inlet main pipe 13 enters two groups of water inlet branch pipes 14, and the water inlet branch pipes 14 are stainless steel pipes
Stainless steel pipe, and finally enters into an annular water distributor 15 at the bottom of the tank, wherein the annular water distributor 15 is designed in a shape like a Chinese character 'tian', and adopts
Is made of stainless steel pipe and annularly distributes water10 water distribution holes are uniformly distributed on the device 15, and the diameter of each water distribution hole is 50 mm. The distance between the water distributor 15 and the bottom of the pool is 1m, and the bottom of the pool is fixedly supported by 11 water distributor supports 17.
After the leachate entering the reaction tank is uniformly distributed by the water distributor 15, the sewage and the sludge in the reaction tank are subjected to hydraulic stirring, so that the sewage and the sludge are fully mixed, anaerobic bacteria in the sludge are fully contacted with the sewage, pollutants in the sewage are absorbed and degraded, and methane is generated. The sludge attached to the generated methane and the sewage rise to the three-phase separator 7 at the top.
The three-phase separator 7 is made of stainless steel materials and is divided into a 2-layer structure (the three-phase separator is an existing product), the bottom of the three-phase separator 7 is placed on the bracket 8 and the first reinforced concrete beam 10, and the top of the three-phase separator 7 is fixed on the inner wall of the reaction tank through the fixer 9 to prevent the deviation caused by the disturbance of water flow and methane. In the three-phase separator unit, the sludge is returned and settled to a bottom sludge area, and after the biogas and the sewage pass through the three-phase separator 7, gas-liquid separation is realized at the upper part of the three-phase separator 7. After the gas-liquid separated sewage enters the water outlet groove 5, the sewage is discharged into the next treatment unit through the water outlet; the generated marsh gas is collected by the negative pressure of the gas collecting hood 4 in the pool and then enters the gas outlet water sealing tank 2.
The air outlet water sealing tank 2 plays an air-tight role, isolates the reaction tank from the external air, ensures that methane is not leaked, ensures that the external air cannot enter the reaction tank, and keeps the anaerobic environment in the tank. An air outlet pipe of the air outlet water-sealed tank 2 is connected with a biogas fan, and biogas is conveyed into the biogas bag through the biogas fan.
Meanwhile, the top of the reaction tank is also provided with a safe water seal tank 3 which has the function of safety protection on the reaction tank, namely when the gas production is too large or the methane is not smoothly discharged due to blockage of a gas outlet pipeline or other reasons, so that the pressure of a gas collecting hood at the top of the reaction tank exceeds 5kPa, the methane can be emergently released through the safe water seal tank, so that the potential safety hazard caused by methane gathering in the tank due to pressure build-up in the reaction tank is prevented. The safe water seal tank top is provided with a combustion torch, so that the emergent diffused methane can be combusted and treated, and air pollution caused by emergent diffusion is avoided.
A manhole 21 is arranged on one side wall of the reaction tank and below the second reinforced concrete beam 11, and workers can conveniently enter the reaction tank to overhaul.
[ example 2 ]
The following description will be made of the high concentration organic wastewater treatment embodiment of a white spirit factory by combining the attached drawings and the reaction tank of the present invention:
in this case, a flow chart of a process for treating high-concentration organic wastewater in a liquor factory is shown in fig. 4, an anaerobic treatment unit in the process adopts a reinforced concrete UASB reaction tank of the utility model, as shown in fig. 3, which is different from that in example 1 in that:
the size of the reaction tank body is L multiplied by B multiplied by H which is 20m multiplied by 18m multiplied by 10 m.
The reaction tank body is provided with a reinforced concrete support column 12 besides a first reinforced concrete beam 10 and a second reinforced concrete beam 11 so as to improve the stability of the reaction tank body.
The upper part of the reaction tank body is not provided with a water outlet groove, and 3 water outlet weirs 6 are arranged on the upper part of the three-phase separator instead, so that the water outlet load of the reaction tank can be effectively controlled, and the water outlet is kept uniform and stable.
The lower part of reaction tank body is equipped with outer circulating pipe 18, outer circulating pipe 18 stretches out the outside of reaction tank body and communicates with circulating pump 19, circulating pump 19 passes through the pipeline and communicates with water inlet manifold 13, loop through outer circulating pipe 18 with the sewage in the reaction tank, circulating pump 19 carries to water inlet manifold 13, the rethread water inlet manifold 13 gets into the reaction tank originally internally, form the sewage inner loop, play the effect of circulation stirring, muddy water homogenization to sewage and mud in the reaction tank, thereby guarantee the high-efficient degradation of organic pollutant in the sewage.
In the description of the present invention, unless otherwise specified, the terms "upper", "lower", "left", "right", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Finally, it should be noted that the above-mentioned technical solution is only one embodiment of the present invention, and it will be apparent to those skilled in the art that various modifications and variations can be easily made based on the application method and principle of the present invention disclosed, and the method is not limited to the above-mentioned specific embodiment of the present invention, so that the above-mentioned embodiment is only preferred, and not restrictive.
Claims (10)
1. The reinforced concrete upflow anaerobic sludge blanket reaction tank is characterized by comprising:
the lower part of the reinforced concrete reaction tank body is fixed below the ground, the inner wall of the reinforced concrete reaction tank body is coated with an impermeable anticorrosive layer, and the upper part of the reinforced concrete reaction tank body is provided with a water outlet component;
the water distribution system, including set up in the inlet manifold at reinforced concrete reaction tank body top, the inlet manifold stretches into this internal and with 2 water inlet branch intercommunication of group of reinforced concrete reaction tank, 2 group the inlet branch is followed respectively reinforced concrete reaction tank body top stretches into along the pool wall reinforced concrete reaction tank body bottom is connected with the water-locator.
2. The reinforced concrete upflow anaerobic sludge blanket reaction tank as claimed in claim 1, wherein the top of the reinforced concrete reaction tank body is provided with an air outlet water-sealed tank, the upper part in the reinforced concrete reaction tank body is provided with a gas collecting hood, and the air outlet water-sealed tank is communicated with the gas collecting hood.
3. The reinforced concrete upflow anaerobic sludge blanket reaction tank as in claim 1, wherein the effluent member is an effluent tank or an effluent weir;
the water outlet groove is arranged at the upper part of the inner wall of the reinforced concrete reaction tank body, surrounds the tank wall of the reinforced concrete reaction tank body for a circle and is spirally surrounded, and a water outlet is arranged on the tank wall of the reinforced concrete reaction tank body at the lowest point of the water outlet groove;
or the upper part of the reinforced concrete reaction tank body is provided with the water outlet weirs, and the number of the water outlet weirs is 3.
4. The reinforced concrete upflow anaerobic sludge blanket reaction tank as recited in claim 2, further comprising a three-phase separator, wherein the three-phase separator is arranged inside the reinforced concrete reaction tank body and below the water outlet member, and the three-phase separator is respectively communicated with the gas-collecting hood and the water outlet member;
the bottom of the three-phase separator is placed on a bracket, the top of the three-phase separator is fixed on the inner wall of the reinforced concrete reaction tank body through a fixer, the three-phase separator comprises an air outlet part and a water outlet part, the air outlet part is communicated with the air collecting hood, and the water outlet part is communicated with the water outlet member;
the bracket is a reinforced concrete platform which is arranged on the side wall of the inner cavity of the reinforced concrete reaction tank body and protrudes horizontally.
5. The reinforced concrete upflow anaerobic sludge blanket reaction tank as in claim 4, wherein the upper part of the reinforced concrete reaction tank body is horizontally provided with a first reinforced concrete beam, and the first reinforced concrete beam is positioned at the bottom of the three-phase separator;
the lower part of the reinforced concrete reaction tank body is provided with a second reinforced concrete beam;
and the first reinforced concrete beam and the second reinforced concrete beam are arranged in parallel.
6. The reinforced concrete upflow anaerobic sludge blanket reaction tank as claimed in claim 1, wherein a vertical reinforced concrete support column is further arranged in the reinforced concrete reaction tank body, the top of the reinforced concrete support column is fixed on the top of the reinforced concrete reaction tank body, and the bottom of the reinforced concrete support column is fixed on the bottom of the reinforced concrete reaction tank body.
7. The reinforced concrete upflow anaerobic sludge blanket reaction tank as claimed in claim 1, wherein the water distributor is a circular pipeline, a plurality of water distribution holes are uniformly arranged on the circular pipeline of the water distributor, and the bottom of the water distributor is supported and fixed on the bottom of the reinforced concrete reaction tank body through the water distributor.
8. The reinforced concrete upflow anaerobic sludge blanket reaction tank as in claim 1, wherein the lower part of the reinforced concrete reaction tank body is provided with an external circulating pipe which extends out of the reinforced concrete reaction tank body and is communicated with a circulating pump, and the circulating pump is communicated with the water inlet main pipe through a pipeline.
9. The reinforced concrete upflow anaerobic sludge blanket reaction tank as in claim 5, wherein a sludge discharge pipe is arranged at the bottom of the reinforced concrete reaction tank body and at the lower part of the second reinforced concrete beam, and the mouth of the sludge discharge pipe is cut.
10. The reinforced concrete upflow anaerobic sludge blanket reaction tank as claimed in claim 1, wherein the top of the reinforced concrete reaction tank body is provided with a safe water-sealed tank, and the safe water-sealed tank is communicated with the inner cavity of the reinforced concrete reaction tank body.
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| CN202121572883.5U CN215365096U (en) | 2021-07-12 | 2021-07-12 | Reinforced concrete up-flow anaerobic sludge blanket reaction tank |
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| CN202121572883.5U CN215365096U (en) | 2021-07-12 | 2021-07-12 | Reinforced concrete up-flow anaerobic sludge blanket reaction tank |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115838209A (en) * | 2022-12-02 | 2023-03-24 | 青岛汇君环境能源工程有限公司 | Upflow anaerobic sludge blanket reaction equipment for high-concentration COD |
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2021
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115838209A (en) * | 2022-12-02 | 2023-03-24 | 青岛汇君环境能源工程有限公司 | Upflow anaerobic sludge blanket reaction equipment for high-concentration COD |
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