CN210419432U - Integrated treatment device for stabilization treatment of excrement and sewage treatment - Google Patents
Integrated treatment device for stabilization treatment of excrement and sewage treatment Download PDFInfo
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- CN210419432U CN210419432U CN201921275514.2U CN201921275514U CN210419432U CN 210419432 U CN210419432 U CN 210419432U CN 201921275514 U CN201921275514 U CN 201921275514U CN 210419432 U CN210419432 U CN 210419432U
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Abstract
The utility model provides an integrated treatment device for fecal sewage stabilization treatment and sewage treatment, which is mainly characterized in that a group of baffling type integrated treatment devices of sewage anaerobic treatment devices are connected in series by a synchronous anaerobic stabilization treatment device. The utility model discloses a carry out the dirty stabilizing treatment of excrement when carrying out the dirty anaerobic digestion of excrement, meanwhile also carry out sewage treatment through baffling formula anaerobic treatment technology, make the dirty stabilizing treatment of excrement of domestic sewage and sewage treatment realize in step.
Description
Technical Field
The utility model relates to a sludge and sewage treatment device.
Background
The anaerobic treatment technology can not only carry out sewage treatment, but also carry out digestion treatment on the excrement and the sludge, the domestic sewage contains the excrement, the sewage needs to be purified, and the excrement needs to be stabilized and innocent treated. The sewage treatment and the sludge treatment have different technical processes and technical characteristics, the baffled sewage anaerobic treatment is an efficient sewage anaerobic treatment technology, synchronous anaerobic stabilization treatment for performing excrement stabilization fermentation treatment alternately by adopting two sets of sedimentation digestion tanks is a stabilization treatment technology for dispersive sludge, the synchronous anaerobic stabilization treatment for excrement and the baffled sewage anaerobic treatment are combined from the perspective of an integrated optimization process, and the baffled sewage anaerobic treatment process is connected in series behind the synchronous anaerobic stabilization treatment device process for excrement, so that the sewage treatment can be realized in the process of domestic sewage treatment on one hand and the stabilization treatment for excrement on the other hand. The manure stabilization and the sewage treatment are integrated for construction, so that the construction can be simplified.
Disclosure of Invention
The utility model aims at designing an integrated anaerobic treatment device which is connected with a baffling type sewage anaerobic treatment process in series at the back of a synchronous anaerobic stabilization treatment device for feces.
The technical proposal of the integrated treatment device for fecal stabilization treatment and sewage treatment of the utility model is that a group of baffling type sewage anaerobic treatment devices are connected in series by a synchronous anaerobic stabilization treatment device, one end of a diversion well or a diversion device is connected with a water inlet pipe, two diversion communicating pipes led out from the diversion well or the diversion device are respectively connected with two groups of synchronous anaerobic stabilization treatment devices, then two groups of synchronous anaerobic stabilization treatment devices are connected in series with a group of baffling type sewage anaerobic treatment devices at the rear end by a water passing three-way pipe or a diversion communicating pipe, the water outlet end of the baffling type sewage anaerobic treatment device is provided with a water outlet device or a water outlet pipe or a water outlet three-way pipe, the top of the integrated treatment device is provided with a top plate, a check port and a cover plate are arranged on the top plate of an independent space, at least one exhaust pipe is led out from the upper part or the top part of, and a vent pipe or a vent hole is arranged on the partition wall between the two adjacent spaces.
The integrated treatment device is an integral device which is built by bricks or reinforced concrete or made of metal materials for the tank body, or a combined device which is formed by combining prefabricated reinforced concrete members and single spaces, or a combined device which is formed by combining the single spaces and is made of plastic or glass fiber reinforced plastic composite materials, wherein the single spaces are hollow containers with circular or polygonal overlooking appearance shapes.
The two groups of synchronous anaerobic stabilization treatment devices are two groups of parallel sedimentation digestion tanks, each group of sedimentation digestion tank is provided with at least one sedimentation digestion space or sedimentation digestion monomer space, and a water passing hole is arranged on a space partition wall between two adjacent sedimentation digestion spaces or a water passing pipe is communicated with the two adjacent sedimentation digestion monomer spaces.
The baffling type sewage anaerobic treatment device is a multistage plug-flow type anaerobic treatment device which divides the internal space of the sewage treatment device into a plurality of sewage treatment spaces by an upper baffling plate and a lower baffling plate, or divides the internal space of the sewage treatment device into a plurality of sewage treatment spaces by a space partition wall, or is a multistage plug-flow type anaerobic treatment device which is formed by serially connecting adjacent sewage treatment monomer spaces by a three-way baffling pipe or a three-way baffling groove, the baffling plate or the space partition wall longitudinally or transversely divides the internal space of the sewage treatment device, and communicates the sewage treatment spaces into a serial process flow by the three-way baffling pipe or the three-way baffling groove or a baffling channel, a horizontal pipe of the three-way baffling pipe or the three-way baffling groove is introduced from a front sewage treatment space or a sewage treatment monomer and enters a rear sewage treatment space or a sewage treatment monomer space, one end of the vertical pipeline or the pipe groove is folded downwards to the lower part of the space, the other end of the vertical pipeline or the pipe groove is folded upwards, the opening of the vertical pipeline or the pipe groove exceeds the height of the liquid level, the three-way folded pipe or the three-way folded pipe groove folded below the space of the container is provided with at least one water distribution port, or the three-way folded pipe groove is folded to the lower part of the space and leads out at least one water distribution branch pipe towards other directions, the water distribution branch pipe is provided with at least one water distribution port, the sewage treatment space or the sewage treatment monomer space is a container with a hollow interior, or the sewage treatment space or the sewage treatment monomer space is a container with a filler arranged on the water passing cross section, and the sewage treatment space.
The water diversion and flow guide well is a three-pass water well with a circular or polygonal overlooking shape, the three-pass water well is connected with one water inlet pipe and two water outlet pipes or flow guide communicating pipes, the three-pass water well is internally provided with one water diversion and flow guide device or the water outlet pipes or the water outlets of the three-pass water well are provided with valves or flashboards or baffles, the water diversion and flow guide device consists of a flow guide bottom groove and a sleeved flow guide channel, the side wall of the flow guide bottom groove is provided with one water inlet and two water outlets, the water inlet is communicated with the water inlet pipe, the sleeved flow guide channel capable of being extracted is arranged in the flow guide bottom groove of the water diversion and flow guide device, and two openings of the flow.
The water outlet device is a drainage device consisting of a small-caliber water outlet or water outlet pipe and an overflow port or overflow pipe arranged at the height higher than the small-caliber water outlet or water outlet pipe, or a three-way drainage device leading to the outside from the side wall of the sewage treatment space, a horizontal pipe of the three-way drainage device penetrates through the side wall and leads to the outside, a small-caliber water outlet is arranged in a pipe groove of the three-way drainage device which is not higher than the horizontal pipe downwards, and an overflow port is arranged in an upward pipe groove of the three-way drainage device.
The utility model discloses establish ties synchronous anaerobism stabilization device and baffling formula sewage anaerobic treatment device and become integrated device, useful part lies in can simplifying sewage treatment and sludge stabilization's engineering construction, reduces the soil and occupies, can realize sewage treatment and sludge stabilization simultaneously and handle.
Drawings
The structure of the present invention will be further explained with reference to the drawings and examples
Fig. 1 is a schematic top plan view of embodiment 1 of the present invention.
Fig. 2 is a schematic top plan view of embodiment 2 of the present invention.
Fig. 3 is a schematic view a-a of fig. 2 according to embodiment 2 of the present invention.
Fig. 4 is a schematic top plan view of embodiment 3 of the present invention.
Fig. 5 is a schematic view B-B of fig. 4 according to embodiment 3 of the present invention.
Fig. 6 is a schematic top plan view of embodiment 4 of the present invention.
Fig. 7 is a schematic top plan view of embodiment 5 of the present invention.
Fig. 8 is a schematic view of C-C of fig. 7 according to embodiment 5 of the present invention.
Fig. 9 is a schematic top plan view of embodiment 6 of the present invention.
Fig. 10 is a schematic top plan view of embodiment 7 of the present invention.
In the figure, 1, a precipitation digestion space; 2. a water diversion well; 3. a sewage treatment space; 4. a water inlet pipe; 5. a water diversion and flow guide device; 6. a water inlet tee joint; 7. a water outlet device or a water outlet tee or a water outlet pipe; 8. a water tee joint; 9. a flow-through hole or a flow-through pipe; 10. an upper baffle plate; 11. a lower baffle plate; 12. a three-way baffling pipe or a three-way baffling groove; 13. a diversion communicating pipe; 14. an air partition wall; 15. a valve or gate or baffle; 16. a water distribution branch pipe; 17. settling and digesting the monomer space; 18. sewage treatment monomer space; 19. a horizontal sedimentation tank or a double-layer sedimentation tank; 20. an inspection opening and a cover plate; 21. a water distribution port; 22. a deflection channel; 23. an exhaust pipe; 24. a filler;
Detailed Description
The embodiment 1 shown in figure 1 is an integral treatment device which is built by bricks or reinforced concrete and has a quadrangular overlooking shape, a water diversion and flow guiding well 2 with a rectangular overlooking shape is arranged at the water inlet end of the treatment device, a water diversion and flow guiding device 5 is arranged in the water diversion and flow guiding well 2, the water diversion and flow guiding device 5 divides the water diversion and flow guiding well 2 into two parts at two sides from the middle, the water diversion and flow guiding device 5 is communicated with a water inlet pipe 4 from the front direction, openings are arranged at the side direction of the water diversion and flow guiding device 5 and respectively communicated with the two side spaces of the water diversion and flow guiding well 2, two groups of synchronous anaerobic stabilization treatment devices which are connected in parallel are arranged behind the water diversion and flow guiding well 2, each group of synchronous anaerobic stabilization treatment devices is formed by connecting two sedimentation and digestion spaces 1 in series, the water diversion and flow guiding well 2 is respectively communicated with the first sedimentation and digestion space 1 by two water inlet tee joints 6, a space partition wall 14, the space partition wall 14 is provided with a water through hole or a water through pipe 9, the rear part of the synchronous anaerobic stabilization treatment device is communicated with a group of baffling type sewage anaerobic treatment devices, each baffling type sewage anaerobic treatment device is three serial plug flow type sewage treatment spaces 3 formed by three upper baffling plates 10 and two lower baffling plates 11, the first grid sewage treatment space 3 is provided with a baffling channel 22 formed by the upper baffling plates 10, the side wall of the tank body and the space partition wall in a surrounding way, one water through tee joint 8 of the second grid sedimentation digestion space 1 is communicated with the baffling channel 22 of the first grid sewage treatment space 3, a guide communicating pipe 13 is led out from the water through tee joint 8 of the other parallel second grid sedimentation digestion space 1 and is communicated with the baffling channel 22 of the first grid sewage treatment space 3, two baffling channels 22 are sequentially arranged behind the first grid sewage treatment space 3 to separate the baffling type sewage anaerobic treatment devices into three sewage treatment spaces 3, each deflection channel 22 is composed of a lower deflection baffle 11 and an upper deflection baffle 10, a water outlet device or a water outlet tee 7 is arranged on the side wall of the third sewage treatment space 3, an exhaust pipe 23 is led out from the upper parts of the two parallel first grid sedimentation digestion tanks 1, vent holes are arranged on the space partition walls of the adjacent spaces, and an inspection opening and a cover plate are arranged on the top plate of each space.
As shown in figure 2, 3 embodiment 2 is in the synchronous anaerobic stabilization treatment device behind the communication of a set of baffling type sewage anaerobic treatment device, the baffling type sewage anaerobic treatment device by a three-way baffling pipe 12 sewage treatment space 3 and three baffling type sewage treatment space 3 consists of, in two parallel precipitation digestion space 1 water outlet end through a water three-way 8 respectively connected with a sewage treatment space 3, the water three-way 8 respectively with sewage treatment space 3 three-way baffling pipe 12 connected, three-way baffling pipe 12 in the sewage treatment space 3 lower part to the longitudinal direction of the outlet branch pipe 16, and from the outlet branch pipe 16 to the transverse direction of the outlet branch pipe 16, each outlet branch pipe has at least a water distribution port 21, from the first sewage treatment space 3 using the water three-way 8 to enter a baffling plate type sewage treatment space 3 of baffling channel 22, the three baffle type sewage treatment spaces 3 are three sewage treatment spaces 3 partitioned by two baffle passages 22 constituted by a lower baffle 11 and an upper baffle 10 in this order, and this embodiment is otherwise designed as in embodiment 1.
As shown in figures 4 and 5, the baffled anaerobic sewage treatment device of embodiment 3 has three sewage treatment spaces 3 using three-way baffling pipes 12, a space partition 14 is arranged between two adjacent sewage treatment spaces 3, the three-way baffling pipe 12 enters the next sewage treatment space 3 from the previous sewage treatment space 3 and is baffled to the lower part of the sewage treatment space 3, a water distribution branch pipe 16 is led out from the lower part of the three-way baffling pipe 12, a water distribution port 21 is arranged at the bottom of the three-way baffling pipe 12, a water distribution port 21 is arranged on the water distribution branch pipe 16, a water tee 8 of the second sedimentation digestion space 1 is communicated with the three-way baffling pipe 12 of the first sewage treatment space 3, a water distribution port 21 is respectively arranged at the middle part and the bottom of the three-way baffling pipe 12, a diversion communicating pipe 13 is led out from the water tee 8 of the other parallel sedimentation digestion space 1 and is communicated with the three-way baffling pipe 12 of the first sewage treatment space 3, the middle part and the lower part of the three-way baffling pipe 12 are respectively provided with a water distribution port 21, and the design of the embodiment is the same as that of the embodiment 1 in other aspects.
The baffled anaerobic sewage treatment device of embodiment 4 shown in fig. 6 is formed by three sewage treatment spaces 3 using three-way baffling pipes 12 and a horizontal sedimentation tank or a double-layer sedimentation tank 19 partitioned by three partition walls 14, and has no water distribution branch pipe 16 at the lower part of the three-way baffling pipe 12 and a water distribution port 21 at the bottom of the three-way baffling pipe 12, and this embodiment is otherwise designed as embodiment 3.
As shown in fig. 7 and 8, the water diversion well 2 of embodiment 5 has a water inlet pipe 4, a diversion communicating pipe 13 is respectively led out from the water inlet pipe 4 to two sides, valves or flashboards or baffles 15 are respectively arranged on the two diversion communicating pipes 13, the two diversion communicating pipes 13 are respectively communicated with the precipitation digestion space 1 by being connected with a water inlet tee joint 6, a baffling type sewage anaerobic treatment device communicated behind the synchronous anaerobic stabilization treatment device is provided with three sewage treatment spaces 3, a filler 24 is arranged on the water passing cross section of the sewage treatment space 3, and the design of other aspects of the embodiment is the same as that of embodiment 3.
The embodiment 6 shown in fig. 9 is a combined device formed by assembling monomer spaces by prefabricated reinforced concrete members, wherein the monomer spaces are hollow containers formed by splicing and combining hollow pipe joints, a bottom plate and a top plate, a group of baffling type sewage anaerobic treatment devices are connected in series behind a synchronous anaerobic stabilization treatment device, the synchronous anaerobic stabilization treatment device is two parallel precipitation and digestion monomer spaces 17, the baffling type sewage anaerobic treatment device is three serial sewage treatment monomer spaces 18, a water diversion and flow guide device 5 is arranged in a water diversion and flow guide well 2, the water diversion and flow guide device 5 is connected with a water inlet pipe 4 from the front, two sides of the water diversion and flow guide well 2 are respectively led out a water diversion communicating pipe 13 outwards, the water diversion communicating pipes 13 are connected with a water inlet tee joint 6 and are respectively communicated with the two parallel precipitation and digestion monomer spaces 17, the tail end of the precipitation and digestion monomer space 17 is provided with a water tee joint 8, the two water passing tee joints 8 are respectively connected with a tee bend baffling pipe 12 of a sewage treatment monomer space 18 through a diversion communicating pipe 13, the two sewage treatment monomer spaces 18 are connected in series through the diversion connecting pipe 13 and the tee bend baffling pipe 12 behind the sewage treatment monomer space 18, a water outlet device or a water outlet tee joint or a water outlet 7 is arranged on the side wall of the tail end sewage treatment monomer space 18, a top plate is arranged at the top of the monomer space, an inspection opening and a cover plate are arranged on the top plate, and at least one exhaust pipe is led out from the combined device.
The embodiment 7 shown in fig. 10 is a baffled anaerobic sewage treatment device which is formed by combining two sewage treatment unit spaces 18 in series, wherein the inside of each sewage treatment unit space 18 is divided into a front space and a rear space by a space partition wall 14, and a three-way baffling pipe 12 is arranged on the space partition wall 14 to communicate the front space and the rear space, and the embodiment is otherwise designed as the embodiment 6.
Claims (6)
1. An integrated treating apparatus for stabilizing excrement and treating sewage features that a synchronous anaerobic stabilizing unit is serially connected to an integrated treating unit consisting of a group of baffling anaerobic sewage treating units, a water inlet tube is connected to one end of water dividing and guiding well or water dividing and guiding unit, two water guiding tubes are connected to two groups of synchronous anaerobic stabilizing units, a three-way pipe or tube is used to serially connect two groups of synchronous anaerobic stabilizing units to a group of baffling anaerobic sewage treating units, a water outlet unit or a water outlet pipe or a three-way pipe is arranged at the water outlet of baffling anaerobic sewage treating unit, a top plate is arranged at top of integrated treating unit, an inspection hole and a cover plate are arranged on top plate, and at least one exhaust tube is led out from the space top of integrated treating unit, and a vent pipe or a vent hole is arranged on the partition wall between the two adjacent spaces.
2. The integrated sewage treatment plant according to claim 1, wherein the integrated sewage treatment plant is an integrated sewage treatment plant constructed by bricks or reinforced concrete or made of metal materials, or a combined sewage treatment plant constructed by assembling single spaces by prefabricated reinforced concrete members, or a combined sewage treatment plant constructed by combining single spaces made of plastic or glass fiber reinforced plastic composite materials, and the single spaces are hollow containers with circular or polygonal shapes in top view.
3. The integrated fecal sewage treatment and sewage treatment device of claim 1 wherein said two sets of simultaneous anaerobic stabilization treatment devices are two sets of parallel sedimentation digesters, each set of sedimentation digesters having at least one sedimentation digestion space or sedimentation digestion monomer space, and the space partition between two adjacent sedimentation digestion spaces having water passing holes or water passing pipes connecting two adjacent sedimentation digestion monomer spaces.
4. The integrated sewage treatment apparatus of claim 1, wherein the baffled anaerobic sewage treatment apparatus is a multi-stage plug-flow anaerobic sewage treatment apparatus in which an internal space of the sewage treatment apparatus is partitioned into a plurality of sewage treatment spaces by an upper baffling plate and a lower baffling plate, or a multi-stage plug-flow anaerobic sewage treatment apparatus in which an internal space of the sewage treatment apparatus is partitioned into a plurality of sewage treatment spaces by a space partition wall, or a multi-stage plug-flow anaerobic sewage treatment apparatus in which adjacent single sewage treatment spaces are connected in series by a three-way baffling pipe or a three-way baffling groove, the baffling plate or the space partition wall vertically or horizontally partitions the internal space of the sewage treatment apparatus, and the plurality of sewage treatment spaces are connected to form a series flow channel by the three-way baffling pipe or the three-way baffling groove or the baffling channel, a horizontal pipe of the three-way baffling pipe or the three-way baffling pipe is introduced from a previous sewage treatment space, entering a next-stage sewage treatment space or a sewage treatment monomer space, wherein one end of a vertical pipeline or a pipe groove is downwards folded to the lower part of the space, the other end of the vertical pipeline or the pipe groove is folded to the upper part, the opening of the vertical pipeline or the pipe groove exceeds the height of a liquid level, the three-way folded pipe or the three-way folded pipe groove folded to the lower part of the container space is provided with at least one water distribution port, or the three-way folded pipe groove is folded to the lower part of the space and leads out at least one water distribution branch pipe towards other directions, the water distribution branch pipe is provided with at least one water distribution port, the sewage treatment space or the sewage treatment monomer space is a container with a hollow inner part, or the sewage treatment space or the sewage treatment monomer space is a container with a filler arranged on a.
5. The integrated treatment device for stabilization of feces and sewage treatment according to claim 1, wherein said diversion and flow guiding well is a three-pass water well having a circular or polygonal shape in plan view, said three-pass water well is connected to a water inlet pipe and two water outlet pipes or flow guiding communication pipes, said three-pass water well has a diversion and flow guiding device or said three-pass water well has a valve or a shutter or a baffle on the water outlet pipe or water outlet pipe, said diversion and flow guiding device comprises a flow guiding bottom groove and a nested flow guiding channel, said bottom groove has a water inlet and two water outlets on its side wall, said water inlet is connected to the water inlet pipe, said nested flow guiding channel is placed in the bottom groove of said diversion and flow guiding device, said two openings of said flow guiding channel are respectively connected to said water inlet and one of said water outlets.
6. The integrated sewage treatment plant according to claim 1, wherein said water outlet means is a drainage means comprising a small-diameter water outlet or outlet pipe and an overflow port or overflow pipe provided at a level higher than that of the small-diameter water outlet or outlet pipe, or a three-way drainage means leading from a side wall of the sewage treatment space to the outside, a horizontal pipe of the three-way drainage means passes through the side wall to the outside, the small-diameter water outlet is provided in a pipe groove of the three-way drainage means which is not higher than the horizontal pipe, and the overflow port is provided in an upward pipe groove of the three-way drainage means.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921275514.2U CN210419432U (en) | 2019-08-03 | 2019-08-03 | Integrated treatment device for stabilization treatment of excrement and sewage treatment |
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| CN201921275514.2U CN210419432U (en) | 2019-08-03 | 2019-08-03 | Integrated treatment device for stabilization treatment of excrement and sewage treatment |
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| CN210419432U true CN210419432U (en) | 2020-04-28 |
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| CN201921275514.2U Active CN210419432U (en) | 2019-08-03 | 2019-08-03 | Integrated treatment device for stabilization treatment of excrement and sewage treatment |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115367960A (en) * | 2022-08-22 | 2022-11-22 | 石家庄高新技术产业开发区供水排水公司 | Advanced wastewater treatment device of coupling catalytic oxidation-biological filter |
| CN115367959A (en) * | 2022-08-22 | 2022-11-22 | 石家庄高新技术产业开发区供水排水公司 | Wastewater treatment device for ozone/hydrogen peroxide synergistic oxidation coupling biochemical tank |
-
2019
- 2019-08-03 CN CN201921275514.2U patent/CN210419432U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115367960A (en) * | 2022-08-22 | 2022-11-22 | 石家庄高新技术产业开发区供水排水公司 | Advanced wastewater treatment device of coupling catalytic oxidation-biological filter |
| CN115367959A (en) * | 2022-08-22 | 2022-11-22 | 石家庄高新技术产业开发区供水排水公司 | Wastewater treatment device for ozone/hydrogen peroxide synergistic oxidation coupling biochemical tank |
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