CN213680286U - Glass fiber reinforced plastic sewage integrated treatment equipment - Google Patents
Glass fiber reinforced plastic sewage integrated treatment equipment Download PDFInfo
- Publication number
- CN213680286U CN213680286U CN202022533831.9U CN202022533831U CN213680286U CN 213680286 U CN213680286 U CN 213680286U CN 202022533831 U CN202022533831 U CN 202022533831U CN 213680286 U CN213680286 U CN 213680286U
- Authority
- CN
- China
- Prior art keywords
- sewage
- sewage treatment
- pond
- tank
- pump
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 101
- 239000011152 fibreglass Substances 0.000 title claims description 16
- AHEWZZJEDQVLOP-UHFFFAOYSA-N monobromobimane Chemical compound BrCC1=C(C)C(=O)N2N1C(C)=C(C)C2=O AHEWZZJEDQVLOP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 238000004062 sedimentation Methods 0.000 claims abstract description 16
- 206010021143 Hypoxia Diseases 0.000 claims abstract description 13
- 239000000945 filler Substances 0.000 claims abstract description 7
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 6
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 6
- 239000001301 oxygen Substances 0.000 claims abstract description 6
- 238000000746 purification Methods 0.000 claims abstract description 4
- 239000010802 sludge Substances 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 239000003814 drug Substances 0.000 claims description 7
- 238000007689 inspection Methods 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 6
- 238000010992 reflux Methods 0.000 claims description 5
- 230000001105 regulatory effect Effects 0.000 claims description 4
- 238000005273 aeration Methods 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 13
- 239000011521 glass Substances 0.000 abstract description 13
- 239000010959 steel Substances 0.000 abstract description 13
- 230000007797 corrosion Effects 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 5
- 230000010354 integration Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000006243 chemical reaction Methods 0.000 abstract description 3
- 239000012535 impurity Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000001914 filtration Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 239000007769 metal material Substances 0.000 description 6
- 229910000975 Carbon steel Inorganic materials 0.000 description 3
- 239000010962 carbon steel Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 230000000474 nursing effect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a glass steel sewage integration treatment facility, including first sewage treatment casing, second sewage treatment casing and third sewage treatment casing, anaerobism pond, oxygen deficiency pond and aerobic tank are separated into respectively through two first baffles in the inside of first sewage treatment casing, and MBBR pond, sedimentation tank and middle pond are separated into through two second baffles in the inside of second sewage treatment casing. The utility model has the advantages that: through the anaerobism pond that sets up, the oxygen deficiency pond, good oxygen pond, the setting of MBBR pond and sedimentation tank, be convenient for handle mud and impurity in the glass steel sewage, the filtration that the material of elastic filler to glass steel sewage portion played, and first sewage treatment casing and second sewage treatment casing keep warm to the processing pond of difference, guarantee the temperature to chemical reaction needs in the glass steel sewage treatment process, the installation is dismantled to glass steel sewage treatment shell inside to the different baffles that set up simultaneously, and glass steel sewage purification treatment shell's corrosion resistance itself is stronger, this equipment weight is less, be convenient for install.
Description
Technical Field
The utility model relates to a sewage treatment technical field specifically is a glass steel sewage integration treatment facility.
Background
The glass fiber reinforced plastic sewage integrated treatment equipment is suitable for environment-friendly market requirements and environment-friendly products produced in sewage treatment and recycling links, and the equipment is mainly designed for treating domestic sewage and industrial organic sewage. The main treatment method is a contact oxidation method adopting a biochemical treatment technology. The integrated sewage treatment equipment is widely applied to the fields of hotels, restaurants, nursing homes, hospitals, residential districts, villages, towns, factories, mines, tourist spots, scenic spots, farmhouse happiness and the like. The existing glass fiber reinforced plastic sewage treatment equipment mainly uses carbon steel, stainless steel and other metal materials as main materials, the metal materials have poor corrosion resistance, the weight is heavy, the appearance is square, the stress effect and the space occupancy of a stress surface are not as good as those of a circle or an ellipse, and the treatment of glass fiber reinforced plastic sewage is also relatively carried.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a glass steel sewage integration treatment facility to solve present glass steel sewage treatment facility that above-mentioned background art provided and mainly use carbon steel, metal material such as stainless steel is main, and metal material self corrosion resistance is relatively poor, and it is big to establish heavy weight, and the appearance is square, and stress surface atress effect and space occupancy are not as circular or oval, and the problem that the processing of glass steel sewage also comparatively takes one.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a glass steel sewage integration treatment facility, includes first sewage treatment casing, second sewage treatment casing and third sewage treatment casing, anaerobic tank, oxygen deficiency pond and aerobic tank are separated into respectively through two first baffles in the inside of first sewage treatment casing, MBBR pond, sedimentation tank and middle pond are separated into through two second baffles in the inside of second sewage treatment casing, equalizing basin and grit chamber are separated into through the third baffle in the inside of third sewage treatment casing, pipeline and grid well through connection are passed through to one side of third sewage treatment casing, middle pond is link up with the clean water basin through first sewage pipeline.
As the utility model relates to a preferred: and a plurality of inspection ports are respectively arranged at the tops of the first sewage treatment shell, the second sewage treatment shell and the third sewage treatment shell.
As the utility model relates to a preferred: the internally mounted of grit chamber has the dredge pump, the discharge gate of dredge pump communicates with each other through the outside of row's mud pipe way and inspection opening, the inside of grit chamber is through second sewer line and sedimentation tank inside sludge pump inlet fixed connection, the inside of sedimentation tank is arranged in to the liquid outlet of sludge pump, the delivery port fixed connection of the first elevator pump of third sewer line and equalizing basin internally mounted is passed through to one side of anaerobism pond, the inlet of first elevator pump is arranged in inside the equalizing basin, the inside of oxygen deficiency pond is through the inlet fixed connection of the backwash pump of fourth sewer line and MBBR pond inside, the inside in MBBR pond is arranged in to the liquid outlet of backwash pump, the delivery port that middle pond passes through water purification pipe and second elevator pump is connected, the inside in middle pond is arranged in to the water inlet of second elevator pump.
As the utility model relates to a preferred: the anoxic tank, the aerobic tank and the MBBR tank are fixedly connected with the air blower through a first air pipeline.
Oxygen deficiency pond, good oxygen pond and MBBR pond pass through one side fixed connection of second air conduit and fan, the outside fixed mounting of fan has the bin, the inside fixed mounting of bin has the doser, the inside avris fixed mounting of bin has the PLC controller, the doser is through adding medicine pipeline and sedimentation tank through connection.
As the utility model relates to a preferred: the anaerobic tank, the anoxic tank and the aerobic tank are filled with elastic fillers, the intelligent control shell is installed at the top of the first sewage treatment shell, and the aeration piece is installed inside the first sewage treatment shell.
As the utility model relates to a preferred: the reflux pump, the first lifting pump, the sludge discharge pump, the air blower, the fan and the doser are respectively electrically connected with the power supply through the PLC.
Compared with the prior art, the beneficial effects of the utility model are that:
the anaerobic tank, the anoxic tank, the aerobic tank, the MBBR tank and the sedimentation tank are arranged, so that sludge and impurities in the glass fiber reinforced plastic sewage can be conveniently treated, the elastic filler is mainly made of metal materials such as carbon steel and stainless steel, the metal materials have poor corrosion resistance, the weight is large, the shape is square, the stress effect and the space occupancy of a stress surface are not as good as those of a round shape or an oval shape, the glass fiber reinforced plastic sewage treatment also carries out filtration of internal substances, and the first sewage treatment shell and the second sewage treatment shell carry out heat preservation on different treatment tanks so as to ensure the temperature required by chemical reaction in the sewage treatment process, the different baffles that set up simultaneously are convenient for dismantle the installation inside the sewage treatment shell, and glass steel sewage purification handles the corrosion resistance of shell itself stronger, and this equipment weight is less, the installation of being convenient for.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural diagram of the present invention.
In the figure: 1. a first sewage treatment housing; 11. an anaerobic tank; 111. a third sewer line; 12. an anoxic tank; 121. a fourth sewer line; 122. a reflux pump; 13. an aerobic tank; 131. an elastic filler; 14. a first separator; 2. a second sewage treatment housing; 21. a second separator; 22. an MBBR pool; 23. a sedimentation tank; 231. a first sewer line; 232. a sludge pump; 24. a middle water tank; 3. a third sewage treatment housing; 31. a third partition plate; 32. a regulating tank; 321. a first lift pump; 33. a grit chamber; 331. a sludge discharge pump; 332. a second sewer line; 333. a sludge discharge pipeline; 34. a delivery conduit; 4. a grid well; 5. a clean water tank; 6. an inspection opening; 7. a first air duct; 71. a blower; 8. a second air duct; 81. a fan; 82. a bin; 821. a medicine adding device; 822. a PLC controller; 9. a medicine feeding pipeline.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: the utility model provides a glass steel sewage integration treatment facility, including first sewage treatment casing 1, second sewage treatment casing 2 and third sewage treatment casing 3, anaerobism pond 11 is separated into through two first baffles 14 respectively in first sewage treatment casing 1's inside, oxygen deficiency pond 12 and good oxygen pond 13, MBBR pond 22 is separated into through two second baffles 21 in second sewage treatment casing 2's inside, sedimentation tank 23 and middle pond 24, third sewage treatment casing 3's inside is separated into equalizing basin 32 and grit chamber 33 through third baffle 31, pipeline 34 and grid well 4 through connection are passed through to one side of third sewage treatment casing 3, middle pond 24 is link up with clean water basin 5 through first sewage pipeline 231.
In this embodiment: a plurality of inspection openings 6 are respectively installed at the tops of the first sewage treatment shell 1, the second sewage treatment shell 2 and the third sewage treatment shell 3, and sewage is conveniently treated through the arranged sewage treatment shells.
In this embodiment: the internally mounted of grit chamber 33 has mud pump 331, the discharge gate of mud pump 331 communicates with each other through mud pipe 333 and inspection port 6's outside, the inside of grit chamber 33 is through second sewer line 332 and sedimentation tank 23 inside sludge pump 232 inlet fixed connection, the inside of sedimentation tank 23 is arranged in to the liquid outlet of sludge pump 232, one side of anaerobism pond 11 is through the delivery port fixed connection of third sewer line 111 and the first elevator pump 321 of equalizing basin 32 internally mounted, the inlet of first elevator pump 321 is arranged in inside equalizing basin 32, the inside of oxygen deficiency pond 12 is through the inlet fixed connection of fourth sewer line 121 with the inside backwash pump 122 of MBBR pond 22, the inside of MBBR pond 22 is arranged in to the liquid outlet of backwash pump 122, middle pond 24 is connected with the delivery port of second elevator pump through the clear water pipe, the water inlet of second elevator pump is arranged in the inside of middle pond 24, be convenient for deposiing the mixture of sewage through grit chamber 33.
In this embodiment: the oxygen deficiency pond 12, the aerobic pond 13 and the MBBR pond 22 are all fixedly connected with an air blower 71 through a first air pipeline 7, and the air blower 71 is used for blowing away the gas in the oxygen deficiency pond 12, the aerobic pond 13 and the MBBR pond 22.
In this embodiment: oxygen deficiency pond 12, good oxygen pond 13 and MBBR pond 22 pass through one side fixed connection of second air duct 8 and fan 81, and fan 81's outside fixed mounting has bin 82, and the inside fixed mounting of bin 82 has doser 821, and the inside avris fixed mounting of bin 82 has PLC controller 822, and doser 821 is through adding medicine pipeline 9 and 23 through connections of sedimentation tank, is convenient for control with electrical apparatus through PLC controller 822.
In this embodiment: the inside packing of anaerobism pond 11, oxygen deficiency pond 12 and good oxygen pond 13 has elastic filler 131, and intelligent control casing is installed at the top of first sewage treatment casing 1, and the internally mounted of first sewage treatment casing 1 has aeration spare, and the fixed pollutant of elastic filler 131 through the setting carries out neutralization and filters.
In this embodiment: the reflux pump 122, the first lifting pump 321, the sludge discharge pump 331, the air blower 71, the fan 81 and the doser 821 are respectively electrically connected with the power supply through the PLC 822, and the PLC 822 is arranged to control the electrical appliance conveniently.
The working principle is as follows: when the glass fiber reinforced plastic sewage generated in daily life is treated, firstly, the glass fiber reinforced plastic sewage in the grid well 4 is conveyed into the grit chamber 33 through the conveying pipeline 34, the sewage in the grit chamber 33 is precipitated through static precipitation, the sludge in the grit chamber 33 is conveyed to the outside through the sludge discharge pipeline 333 by the sludge discharge pump 331, the sewage is put into the regulating tank 32 for regulation and buffering after the sludge discharge is completed, other impurities are filtered, the sewage in the regulating tank 32 is conveyed into the anaerobic tank 11 for anaerobic treatment through the first lifting pump descending 321, the sewage in the anaerobic tank 11 is conveyed into the settling tank 23 through the return pump 122, the medicine is added into the settling tank 23 through the medicine adding device 821, the sewage is disinfected, the sludge is conveyed into the grit chamber 33 through the sludge pump 232 in the settling tank 23, after the sand setting is finished, sewage enters the interior of the anoxic tank 12 to perform anoxic reaction, the sewage in the anoxic tank 12 is conveyed to the interior of the MBBR tank 22 through the reflux pump 122, and the sewage is conveyed to the interior of the aerobic tank 13 through the water in the arranged anoxic tank 12.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and equivalents may be made without departing from the spirit and scope of the invention.
Claims (7)
1. A glass fiber reinforced plastic sewage integrated treatment device comprises a first sewage treatment shell (1), a second sewage treatment shell (2) and a third sewage treatment shell (3), it is characterized in that the interior of the first sewage treatment shell (1) is divided into an anaerobic tank (11), an anoxic tank (12) and an aerobic tank (13) by two first partition plates (14), the interior of the second sewage treatment shell (2) is divided into an MBBR tank (22), a sedimentation tank (23) and a middle water tank (24) by two second partition plates (21), the interior of the third sewage treatment shell (3) is divided into a regulating tank (32) and a grit chamber (33) by a third clapboard (31), one side of the third sewage treatment shell (3) is communicated with the grid well (4) through a conveying pipeline (34), the middle water pool (24) is communicated with the clean water pool (5) through a first sewage pipeline (231).
2. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 1, characterized in that: a plurality of inspection holes (6) are respectively installed at the tops of the first sewage treatment shell (1), the second sewage treatment shell (2) and the third sewage treatment shell (3).
3. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 1, characterized in that: the inside of grit chamber (33) installs sludge pump (331), the discharge gate of sludge pump (331) communicates with each other through the outside of row's mud pipeline (333) and inspection opening (6), the inside of grit chamber (33) is through second sewage pipeline (332) and sedimentation tank (23) inside sludge pump (232) inlet fixed connection, the inside of sedimentation tank (23) is arranged in to the liquid outlet of sludge pump (232), the delivery port fixed connection of first elevator pump (321) of one side through third sewage pipeline (111) and equalizing basin (32) internally mounted of anaerobism pond (11), the inlet of first elevator pump (321) is arranged in inside equalizing basin (32), the inside of oxygen deficiency pond (12) is through fourth sewage pipeline (121) and the inlet fixed connection of the inside backwash pump (122) of MBBR pond (22), the inside of MBBR pond (22) is arranged in to the liquid outlet of backwash pump (122), the middle water pool (24) is connected with the water outlet of the second lift pump through a water purification pipe, and the water inlet of the second lift pump is arranged inside the middle water pool (24).
4. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 3, characterized in that: the anoxic tank (12), the aerobic tank (13) and the MBBR tank (22) are fixedly connected with an air blower (71) through a first air pipeline (7).
5. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 4, characterized in that: oxygen deficiency pond (12), good oxygen pond (13) and MBBR pond (22) are through one side fixed connection of second air duct (8) and fan (81), the outside fixed mounting of fan (81) has bin (82), the inside fixed mounting of bin (82) has doser (821), the inside avris fixed mounting of bin (82) has PLC controller (822), doser (821) are through adding medicine pipeline (9) and sedimentation tank (23) through connection.
6. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 4, characterized in that: the anaerobic tank (11), the anoxic tank (12) and the aerobic tank (13) are filled with elastic filler (131), the intelligent control shell is installed at the top of the first sewage treatment shell (1), and the aeration piece is installed inside the first sewage treatment shell (1).
7. The integrated treatment equipment for glass fiber reinforced plastic sewage according to claim 5, characterized in that: the reflux pump (122), the first lifting pump (321), the sludge discharge pump (331), the air blower (71), the fan (81) and the doser (821) are respectively electrically connected with the power supply through the PLC (822).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022533831.9U CN213680286U (en) | 2020-11-05 | 2020-11-05 | Glass fiber reinforced plastic sewage integrated treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022533831.9U CN213680286U (en) | 2020-11-05 | 2020-11-05 | Glass fiber reinforced plastic sewage integrated treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213680286U true CN213680286U (en) | 2021-07-13 |
Family
ID=76730109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022533831.9U Active CN213680286U (en) | 2020-11-05 | 2020-11-05 | Glass fiber reinforced plastic sewage integrated treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213680286U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114804527A (en) * | 2022-04-30 | 2022-07-29 | 齐鲁工业大学 | Movable upflow MBBR integrated sewage treatment equipment and system |
-
2020
- 2020-11-05 CN CN202022533831.9U patent/CN213680286U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114804527A (en) * | 2022-04-30 | 2022-07-29 | 齐鲁工业大学 | Movable upflow MBBR integrated sewage treatment equipment and system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205710291U (en) | MULTI CONTACT point source sewage disposal system | |
| CN206051681U (en) | A kind of water-treatment biological reactor | |
| CN213680286U (en) | Glass fiber reinforced plastic sewage integrated treatment equipment | |
| CN216764644U (en) | Integrated sewage treatment device for annular circulation | |
| CN212425590U (en) | Multistage AO-MBBR aerobic biological nitrogen and phosphorus removal system | |
| CN211141837U (en) | Horizontal sewage multi-stage treatment device | |
| CN211198935U (en) | Multifunctional sewage treatment device | |
| CN218146280U (en) | Low-power-consumption facility suitable for treating rural domestic sewage | |
| CN203269735U (en) | Equipment for treating rubbish leachate by utilizing two-stage bioreactors | |
| CN216998084U (en) | Sewage treatment station conveying system based on roots fan drive | |
| CN212269807U (en) | Integrated sewage treatment system | |
| CN214693752U (en) | Integrated sewage treatment equipment | |
| CN205528260U (en) | Sewage treatment system | |
| CN211896270U (en) | Small-sized micro-power water purifying device | |
| CN212269588U (en) | Integral type MBR sewage treatment plant | |
| CN104355493B (en) | A kind of integrated aerobic advanced treatment apparatus | |
| CN210065479U (en) | Micro-power distributed domestic sewage treatment equipment | |
| CN207330523U (en) | A kind of photovoltaic power supply multi-stage biofilm sewage disposal retort | |
| CN204958531U (en) | Master boot record (MBR) membrane biological reactor | |
| CN204211609U (en) | A kind of integrated aerobic advanced treatment apparatus | |
| CN220951413U (en) | Small household sewage treatment equipment | |
| CN219929877U (en) | Integrated sewage treatment equipment | |
| CN220432559U (en) | Sewage treatment integrated equipment | |
| CN114685013B (en) | Energy self-sufficient-deep denitrification and dephosphorization domestic sewage treatment system | |
| CN222974987U (en) | Multistage AO biological dephosphorization denitrification sewage treatment plant |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |