CN220951591U - Large anaerobic fermentation tank biogas residue concentration treatment device - Google Patents
Large anaerobic fermentation tank biogas residue concentration treatment device Download PDFInfo
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- CN220951591U CN220951591U CN202322736088.0U CN202322736088U CN220951591U CN 220951591 U CN220951591 U CN 220951591U CN 202322736088 U CN202322736088 U CN 202322736088U CN 220951591 U CN220951591 U CN 220951591U
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- liquid
- tank body
- anaerobic fermentation
- hose
- fermentation tank
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- 238000000855 fermentation Methods 0.000 title claims abstract description 23
- 239000007788 liquid Substances 0.000 claims abstract description 59
- 238000007599 discharging Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 10
- 230000004151 fermentation Effects 0.000 abstract description 9
- 239000013049 sediment Substances 0.000 abstract description 9
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 239000000126 substance Substances 0.000 description 7
- 239000010815 organic waste Substances 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 210000003608 fece Anatomy 0.000 description 2
- 239000010806 kitchen waste Substances 0.000 description 2
- 244000144972 livestock Species 0.000 description 2
- 239000010871 livestock manure Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 244000144977 poultry Species 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007919 dispersible tablet Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000003895 organic fertilizer Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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- Treatment Of Sludge (AREA)
Abstract
The utility model provides a large anaerobic fermentation tank biogas residue concentration treatment device, which not only solves the problem that the water content of materials is separated in the fermentation process, but also can be subjected to fermentation treatment in the sedimentation process, meanwhile, the liquid level can be prevented from being too high by automatic overflow, and sediment at the bottom can not be mixed with liquid at the upper part when the materials are discharged.
Description
Technical Field
The utility model relates to the field of biogas residue treatment, in particular to a biogas residue concentration treatment device of a large anaerobic fermentation tank.
Background
After the anaerobic fermentation of organic wastes such as livestock and poultry manure, kitchen waste and the like, the produced biogas residues and biogas slurry are all good organic fertilizers. The water content of biogas residues generated by a large anaerobic fermentation tank adopting a wet process is high, if the biogas residues are directly used as raw materials to produce organic fertilizer, the consumed energy is high, meanwhile, the untreated biogas residues are directly treated to consume energy, and the water content of the raw materials is too high to cause the increase of the treatment difficulty, so that the raw materials are required to be pretreated, the water content in the raw materials is reduced, and meanwhile, the fermentation process is carried out, so that the time is saved in the subsequent fermentation treatment.
Disclosure of utility model
Aiming at the situation, in order to overcome the defects of the prior art, the utility model provides the biogas residue concentration treatment device of the large anaerobic fermentation tank, which not only solves the problems that the water content of materials is separated in the fermentation process, but also performs fermentation treatment in the sedimentation process, simultaneously, the automatic overflow can prevent the liquid level from being too high, and the sediment at the bottom is not mixed with the liquid at the upper part when the materials are discharged.
The technical scheme that it was solved is, including the jar body, jar body lower extreme is the toper, has seted up the feed liquor pipe on the jar body side, and both ends are equipped with overflow discharge port and fluid-discharge tube respectively about the jar body side, jar body lower extreme is equipped with the discharge gate, the feed liquor pipe stretches into jar internal and is connected with the liquid outlet, the fluid-discharge tube stretches into jar internal portion and is equipped with the gasbag for hose and hose end, and gasbag and hose connection position are equipped with the opening.
Preferably, a middle pipe which is vertically arranged and extends downwards is arranged in the tank body, the lower end of the middle pipe is fixedly connected with a dispersing sheet, and the liquid inlet pipe is communicated with the middle pipe.
Preferably, the middle part of the hose is connected to the tank body through a buckle.
Preferably, the connection point of the air bag and the hose is provided with an opening, and the opening always faces downwards.
Preferably, the discharge port is connected with a solid-liquid separator.
Preferably, the discharge port discharges the liquid after the liquid discharge pipe discharges the liquid.
Preferably, the overflow drain is provided with a liquid level sensor and is connected to the collecting chamber at the outside.
The utility model has the beneficial effects that:
1. the water content of the materials is separated in the fermentation process;
2. fermentation treatment can be carried out in the precipitation process;
3. The automatic overflow can prevent the liquid level from being too high;
4. the sediment at the bottom is not mixed with the liquid at the upper part when the material is discharged.
Drawings
FIG. 1 is a schematic view of the whole of the present utility model.
FIG. 2 is a schematic view of the internal structure of the tank of the present utility model.
Fig. 3 is a cross-sectional view of the present utility model.
Fig. 4 is a cross-sectional view of the present utility model at a second perspective.
Fig. 5 is a cross-sectional view of the present utility model from a third perspective.
Fig. 6 is a schematic diagram of the hose operation principle of the present utility model.
Reference numerals
1. A tank body; 2. a liquid inlet pipe; 3. an overflow drain; 4. a liquid discharge pipe; 5. a discharge port; 6. a liquid outlet; 7. a hose; 8. an air bag; 9. a dispersible tablet; 10. a buckle; 11. and (5) a solid-liquid separator.
Detailed Description
The following describes the embodiments of the present utility model in further detail with reference to the accompanying drawings.
When the embodiment is used, organic wastes such as livestock and poultry manure, kitchen waste and the like which need to be treated are conveyed into the tank body 1 through the liquid inlet pipe 2, the liquid position in the tank body 1 can be continuously raised until the liquid to be treated is discharged or the liquid level is detected by the liquid level sensor at the overflow discharge port 3 at the upper end of the tank body 1, at the moment, the liquid level in the tank body 1 is full, the organic wastes cannot be conveyed into the tank body 1 any more, in order to prevent larger particles from blocking the liquid inlet pipe 2 in the liquid discharging process, and meanwhile, the fermentation is incomplete due to the larger particles, so that the organic wastes can be connected to the tank body 1 after preliminary treatment.
After the tank 1 is filled with the liquid to be fermented, the tank is kept stand for a period of time, generally between twenty hours and thirty hours, at this time, the substances in the tank 1 are primarily separated, heavier impurities are deposited in the conical area at the bottom of the tank 1, and the water therein remains on the upper layer of the tank 1, meanwhile, as the tank 1 contains various substances, the substances are separated into the upper layer after deposition, wherein the middle layer is liquid, the upper layer of the liquid floats with the floating substances, the lower layer of the liquid precipitates with the settling substances, and only the liquid in the middle layer needs to be discharged during output to avoid discharging the settling substances at the bottom and the floating substances at the upper layer, so that during discharging, the liquid discharge pipe 4 extends into the tank 1, the hose 7 is connected to the inner part of the tank, the end of the hose 7 is connected with the air bag 8, the air bag 8 always floats on the upper layer of the liquid level under the buoyancy effect, and the connecting part between the hose 7 and the air bag 8 is positioned at the lower end of the air bag 8, and the air bag 8 can be arranged flat, thus the air bag 8 is prevented from turning over under the traction action of the hose 7, and the water of the heavy object 8 should be provided with the lower end of the air bag 8 to be prevented from flowing to the upper layer through the opening of the hose.
The water in the upper layer of the tank body 1 is discharged firstly, the liquid discharge pipe 4 is opened, the water in the tank body 1 is pumped out through the liquid discharge pipe 4, the water level in the tank body 1 continuously descends, the floating object at the upper end of the tank body 1 gradually descends, the sediment at the lower end of the tank body 1 is always positioned at a position with the downward liquid level top end at a certain position, the sediment at the bottom is not disturbed, the air bag 8 gradually descends in the liquid level descending process, the end part of the hose 7 is changed along with the height of the air bag 8, in order to prevent the hose 7 from descending in the descending process, thereby disturbing the sediment, the middle part of the hose 7 is connected to the tank body 1 through the buckle 10, in the downward movement process of the end part of the hose 7, the maximum downward movement stroke of the end part of the hose 7 does not affect the sediment, namely the sediment is not discharged, the lower water outlet position can well utilize the atmospheric pressure to discharge the liquid, the liquid discharge pipe 4 is closed until the middle layer liquid in the tank body 1 is discharged, the sediment and the floating matters are remained in the tank body 1 and a certain amount of liquid which is not discharged at the moment, the discharge port 5 positioned at the lower end of the tank body 1 is opened to discharge the residual material, the material can be pumped out by the discharge port 5 through a certain pumping force and then conveyed to the solid-liquid separator 11, the solid-liquid separator 11 is in the prior art, the solid-liquid separation is carried out on the material through the solid-liquid separator 11, at the moment, the total amount and the water content of the solid-liquid separation are reduced, so that a great amount of energy loss can be reduced, and simultaneously, the efficiency is improved.
In the process of discharging the residual materials, a small amount of liquid can be conveyed into the tank body 1 through the liquid inlet pipe 2 to flush the residual materials on the inner side wall of the tank body 1.
The middle pipe vertically arranged in the tank body 1 is positioned at the middle part inside the tank body 1, the dispersing pieces 9 are arranged at the lower end of the middle pipe, the material is blocked by the dispersing pieces 9 to be divergent in the downward conveying process through the middle pipe, and then the inner side surface of the tank body 1 is flushed, so that the residual material flows downwards instead of being adhered to the tank body 1.
And the overflow discharge port 3 positioned on the side surface of the upper end of the tank body 1 plays the roles of detecting the height of the liquid level in the tank body 1 and preventing the liquid level from overflowing, and the hose and the middle pipe are staggered to prevent blocking.
Claims (7)
1. Large anaerobic fermentation tank biogas residue concentration treatment device comprises a tank body (1), and is characterized in that the lower end of the tank body (1) is conical, a liquid inlet pipe (2) is arranged on the side face of the tank body (1), overflow discharge ports (3) and liquid discharge pipes (4) are respectively arranged at the upper end and the lower end of the side face of the tank body (1), a discharge port (5) is arranged at the lower end of the tank body (1), the liquid inlet pipe (2) stretches into the tank body (1) and is connected with a liquid outlet (6), the liquid discharge pipes (4) stretch into the tank body (1) and are respectively provided with a hose (7) and an air bag (8) at the end part of the hose (7), and an opening is formed in the connecting part of the air bag (8) and the hose (7).
2. The device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 1, wherein a middle pipe which is vertically arranged and extends downwards is arranged in the tank body (1), the lower end of the middle pipe is fixedly connected with a dispersing sheet (9), and the liquid inlet pipe (2) is communicated with the middle pipe.
3. The device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 1, wherein the middle part of the hose (7) is connected to the tank body (1) through a buckle (10).
4. A device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 3, wherein the connection part of the air bag (8) and the hose (7) is provided with an opening which is always downward.
5. The device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 1, wherein the discharge port (5) is connected with a solid-liquid separator (11).
6. The device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 1, wherein the discharge port (5) is used for discharging after the liquid discharge pipe (4) discharges liquid.
7. The device for concentrating biogas residues in a large anaerobic fermentation tank according to claim 1, wherein the overflow discharge port (3) is provided with a liquid level sensor and is connected with a collecting cavity at the outer side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202322736088.0U CN220951591U (en) | 2023-10-11 | 2023-10-11 | Large anaerobic fermentation tank biogas residue concentration treatment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322736088.0U CN220951591U (en) | 2023-10-11 | 2023-10-11 | Large anaerobic fermentation tank biogas residue concentration treatment device |
Publications (1)
Publication Number | Publication Date |
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CN220951591U true CN220951591U (en) | 2024-05-14 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202322736088.0U Active CN220951591U (en) | 2023-10-11 | 2023-10-11 | Large anaerobic fermentation tank biogas residue concentration treatment device |
Country Status (1)
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CN (1) | CN220951591U (en) |
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2023
- 2023-10-11 CN CN202322736088.0U patent/CN220951591U/en active Active
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