CN216106523U - Split type sewage treatment tank - Google Patents
Split type sewage treatment tank Download PDFInfo
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- CN216106523U CN216106523U CN202122683127.6U CN202122683127U CN216106523U CN 216106523 U CN216106523 U CN 216106523U CN 202122683127 U CN202122683127 U CN 202122683127U CN 216106523 U CN216106523 U CN 216106523U
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Abstract
The utility model relates to a split type sewage treatment tank, and belongs to the technical field of sewage treatment equipment. The split type sewage treatment tank comprises a left tank body and a right tank body; the right end of the left tank body is of a sealing structure and is provided with a sealing notch; the left end of the right tank body is of a sealing structure and is provided with a sealing boss; the diameter of the sealing boss is smaller than the inner diameter of the sealing notch; the circumferential surface of the sealing boss is provided with a sealing ring; during assembly, the sealing notch of the left tank body is inserted and connected with the sealing boss; the sealing ring is connected with the end head of the left tank body in a sealing way; the end surface of the sealing boss is attached to the bottom surface of the sealing notch; and a joint annular space is formed between the sealing boss and the sealing notch. The split type sewage treatment tank is compact in structure and ingenious in design, can be assembled and molded after being transported to a construction site in a split mode, solves the problem that the existing sewage treatment tank is small in treatment capacity, and is particularly suitable for the requirement of sewage treatment.
Description
Technical Field
The utility model relates to a split type sewage treatment tank, and belongs to the technical field of sewage treatment equipment.
Background
In the field of sewage treatment, people commonly use a sewage treatment tank to discharge sewage after the sewage is treated and purified in modes of anaerobic treatment, oxygen consumption treatment, precipitation treatment and the like. The prior sewage treatment tank is disclosed as an invention patent with the application number of 202110338573.5, and the glass fiber reinforced plastic integrated micro-power biochemical treatment system can meet the use requirement of sewage treatment to a certain extent. But current sewage treatment jar formula structure as an organic whole, because the restriction of index such as limit height, limit length exists in the transportation, with sewage treatment jar size control in certain extent, just can satisfy the requirement of transportation, so must lead to current sewage treatment jar to deposit the defect that the throughput is less relatively. At present, people often use a multi-tank connection mode to solve the defect that the single-tank sewage treatment capacity is relatively small, but when the multi-tank sewage treatment is used, the problem of high assembly cost caused by large ground excavation area exists on one hand; on the other hand, the tank body has the problem of low space utilization rate of the end sockets at the two ends. Therefore, a sewage treatment tank needs to be developed, so that the treatment capacity of a single tank can be expanded as much as possible under the condition of meeting the transportation, and the aim of solving the problem that the treatment capacity of the conventional sewage treatment single tank is relatively small is fulfilled.
Disclosure of Invention
The utility model aims to: the split type sewage treatment tank is compact in structure and ingenious in design and solves the problem that an existing sewage treatment tank is small in treatment capacity.
The technical scheme of the utility model is as follows:
a split type sewage treatment tank comprises a left tank body and a right tank body; the method is characterized in that: the right end of the left tank body is of a sealing structure and is provided with a sealing notch; the left end of the right tank body is of a sealing structure and is provided with a sealing boss; the diameter of the sealing boss is smaller than the inner diameter of the sealing notch; the circumferential surface of the sealing boss is provided with a sealing ring; during assembly, the sealing notch of the left tank body is inserted and connected with the sealing boss; the sealing ring is connected with the end head of the left tank body in a sealing way; the end surface of the sealing boss is attached to the bottom surface of the sealing notch; a joint annulus is formed between the sealing boss and the sealing notch; a glue injection port is formed in the circumferential surface of the left tank body connected with the side surfaces of the two sides of the annular space; the circumferential surface of the left tank body connected with the top end of the annular space is provided with a glue overflow port; the left tank body and the right tank body are fixedly bonded together through bonding resin filled in the connected annular space to form a sewage treatment tank body; the interior of the left tank body is divided into an anaerobic tank, an oxygen consumption tank A and an oxygen consumption tank B by a partition plate A and a partition plate B which are arranged at intervals; anaerobic fillers are filled in the anaerobic tank; oxygen-consuming fillers are respectively filled in the oxygen-consuming pool A and the oxygen-consuming pool B; the upper ends of the anaerobic tank and the oxygen consuming tank A are communicated with each other; the lower ends of the oxygen consumption pool A and the oxygen consumption pool B are communicated with each other; the anaerobic tank is communicated with the outside through a water inlet pipe; the right tank body is divided into a sedimentation tank and a clean water tank by a partition plate C; the partition plate C is provided with a guide water pipe; the sedimentation tank and the clean water tank are communicated with each other through a guide water pipe; the end surface of the sealing boss of the right tank body is provided with an overflow guide pipe; the overflow conduit passes through the guide hole on the sealing notch and then is communicated with the oxygen consumption pool B; the oxygen consumption tank B is communicated with the sedimentation tank through an overflow conduit.
And a plurality of glass fiber bundles are uniformly arranged on the outer circumferential surface of the sealing boss and the inner wall of the sealing notch respectively.
The water inlet pipe is in a 7-shaped structure; the upper end of the water inlet pipe penetrates through the upper part of the anaerobic tank and then is communicated with the outside; the lower end of the water inlet pipe extends to the lower part of the anaerobic tank.
The guide water pipe is in a 7-shaped structure; the upper end of the guide water pipe penetrates through the partition plate C and then is communicated with the upper part of the sedimentation tank; the lower end of the guide water pipe extends to the lower part of the clean water tank.
The utility model has the advantages that:
this split type sewage treatment jar compact structure, design benefit can the components of a whole that can function independently transport the assembly forming behind the job site, have reached from this and improved jar body volume greatly, strengthen its sewage treatment ability's purpose, and then solved the problem that the treatment capacity that current sewage treatment jar had is less relatively, are particularly suitable for the needs that sewage treatment used.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the present invention in partial cross-section;
FIG. 3 is a schematic structural view of a left tank of the present invention;
FIG. 4 is a schematic structural view of a right can body according to the present invention;
FIG. 5 is an enlarged schematic view of the structure at A in FIG. 2;
FIG. 6 is an enlarged view of the structure at B in FIG. 3;
fig. 7 is an enlarged schematic view of the structure at C in fig. 4.
In the figure: 1. a left tank body; 2. a right tank body; 3. a sealing recess; 4. sealing the boss; 5. a seal ring; 6. connecting the annular space; 7. a glue overflow port; 8. a partition plate A; 9. a partition board B; 10. an anaerobic tank; 11. an oxygen consumption pool A; 12. an oxygen consumption pool B; 13. anaerobic filler; 14. an oxygen-consuming filler; 15. a water inlet pipe; 16. a partition plate C; 17. a sedimentation tank; 18. a clean water tank; 19. a guide water pipe; 20. an overflow conduit; 21. a guide hole; 22. a glass fiber bundle; 23. and (4) an inlet and an outlet pipe orifice.
Detailed Description
The split type sewage treatment tank comprises a left tank body 1 and a right tank body 2 (see the attached figures 1, 2, 3 and 4 in the specification).
The left tank body 1 and the right tank body 2 are both made of glass fiber reinforced plastic materials, so that the sewage treatment tank and the glass fiber reinforced plastic materials have the same corrosion resistance, and the problem that the sewage treatment tank is easily corroded by sewage during working is avoided.
The right end of the left tank body 1 is in a sealing structure and is provided with a sealing notch 3 (see the attached figures 3 and 6 in the specification); the left end of the right tank body 2 is in a sealing structure and is provided with a sealing boss 4 (see the attached figures 4 and 7 of the specification).
The diameter of the sealing boss 4 is smaller than the inner diameter of the sealing notch 3; a sealing ring 5 is arranged on the circumferential surface of the sealing boss 4 (see the attached figures 4 and 7 in the specification); during assembly, the sealing notch 3 of the left tank body 1 is inserted and connected with the sealing boss 4; the sealing ring 5 is connected with the end of the left tank body 1 in a sealing way; the end face of the sealing boss 4 is in fit connection with the bottom face of the sealing notch 3 (see the description and the attached figure 5).
An engaging annular space 6 is formed between the sealing boss 4 and the sealing notch 3 (see the description and the attached figure 5);
a glue injection port (not shown in the attached drawing of the specification) is arranged on the circumferential surface of the left tank body 1 connected with the side surfaces of the two sides of the annular space 6; the circumferential surface of the left tank body 1 connected with the top end of the annular space 6 is provided with a glue overflow opening 7 (refer to the attached figures 5 and 6 in the specification).
The left tank body 1 and the right tank body 2 are fixedly bonded together through bonding resin filled in the joint annular space 6 to form a sewage treatment tank body. A plurality of glass fiber bundles 22 are uniformly arranged on the outer circumferential surface of the sealing boss 4 and the inner wall of the sealing recess 3 respectively (see the attached fig. 5, 6 and 7 of the specification). The glass fiber bundle 22 is provided so as to: so that the bonding resin injected into the joint annulus 6 can be bonded with the glass fiber bundle 22 during assembly and fixed to form a whole. So that the purpose of enhancing the connection strength between the left tank body 1 and the right tank body 2 can be achieved.
The interior of the left tank body 1 is divided into an anaerobic tank 10, an oxygen consumption tank A11 and an oxygen consumption tank B12 by a partition plate A8 and a partition plate B9 which are arranged at intervals; an anaerobic filler 13 is filled in the anaerobic tank 10; the oxygen consumption pool A11 and the oxygen consumption pool B12 are respectively filled with oxygen consumption filler 14; the upper ends of the anaerobic tank 10 and the oxygen consumption tank A11 are communicated with each other; the lower ends of the oxygen consuming pool A11 and the oxygen consuming pool B12 are communicated with each other.
The anaerobic tank 10 is communicated with the outside through a water inlet pipe 15 (see the attached figure 1 in the specification); the water inlet pipe 15 is in a 7-shaped structure; the upper end of the water inlet pipe 15 penetrates through the upper part of the anaerobic tank 10 and then is communicated with the outside; the lower end of the water inlet pipe 15 extends to the lower portion of the anaerobic tank 10. When the anaerobic treatment device works in such a way, external sewage can enter the anaerobic tank 10 from the bottom, so that the sewage can be fully contacted with the anaerobic filler 13 in the anaerobic tank 10 for anaerobic treatment.
The right tank body 2 is divided into a sedimentation tank 17 and a clean water tank 18 by a partition plate C16; the top parts of the anaerobic tank 10, the oxygen consumption tank A11, the oxygen consumption tank B12, the sedimentation tank 17 and the clean water tank 18 are all provided with an inlet and outlet pipe opening 23 (see the attached figures 1 and 2 in the specification).
The partition plate C16 is provided with a guide water pipe 19 (see the description and the attached figure 1); the guide water pipe 19 is in a 7-shaped structure; the upper end of the guide water pipe 19 passes through the partition plate C16 and then is communicated with the upper part of the sedimentation tank 17; the lower end of the guide water pipe 19 extends to the lower portion of the clean water tank 18 (see the description of fig. 1). In operation, supernatant from the upper part of the sedimentation basin 17 can be introduced into the clean water basin 18 via the lead-through pipe 19.
An overflow conduit 20 (see the attached figure 4 in the specification) is arranged on the end surface of the sealing boss 4 of the right tank body 2; the overflow conduit 20 passes through the guide hole 21 (see the description and the attached figure 6) on the sealing notch 3 and then is communicated with the oxygen consuming pool B12; the oxygen consuming tank B12 is in communication with the sedimentation tank 17 via an overflow conduit 20.
In the split type sewage treatment tank, the left tank body 1 and the right tank body 2 are in a separated transportation state in the transportation process; after the left tank body 1 and the right tank body 2 are transported in place, the left tank body 1 is hoisted in place, then the right tank body 2 is aligned to the left tank body 1 in a hoisting mode, the sealing boss 4 is inserted into the sealing notch 3, and in the process, the overflow guide pipe 20 is required to be inserted into the guide hole 21. After the right tank body 2 is installed in place, the bonding resin is injected into the linking annular space 6 between the joints of the left tank body 1 and the right tank body 2 through the glue injection port, and when the bonding resin overflows from the glue overflow port 7, the linking annular space 6 is filled with the bonding resin. And then stopping injecting the bonding resin, and after the bonding resin is cured for a certain time, withdrawing the crane to complete the assembly of the left tank body 1 and the right tank body 2.
In the above process, in order to prevent the adhesive resin from flowing into the left tank 1 along the gap between the overflow duct 20 and the guide hole 21, after the overflow duct 20 is inserted into the guide hole 21, a plurality of layers of glass fiber cloth may be laid on the joint portion between the overflow duct 20 and the guide hole 21 through the adhesive resin in the left tank 1 to seal the gap between the overflow duct 20 and the guide hole 21.
This split type sewage treatment jar compact structure, design benefit can the components of a whole that can function independently transport the assembly forming behind the job site, have reached from this and improved jar body volume greatly, strengthen its sewage treatment ability's purpose, and then solved the problem that the treatment capacity that current sewage treatment jar had is less relatively, are particularly suitable for the needs that sewage treatment used.
Claims (4)
1. A split type sewage treatment tank comprises a left tank body (1) and a right tank body (2); the method is characterized in that: the right end of the left tank body (1) is of a sealing structure and is provided with a sealing notch (3); the left end of the right tank body (2) is of a sealing structure and is provided with a sealing boss (4); the diameter of the sealing boss (4) is smaller than the inner diameter of the sealing notch (3); a sealing ring (5) is arranged on the circumferential surface of the sealing boss (4); during assembly, the sealing notch (3) of the left tank body (1) is inserted and connected with the sealing boss (4); the sealing ring (5) is connected with the end of the left tank body (1) in a sealing way; the end surface of the sealing boss (4) is attached to the bottom surface of the sealing notch (3); a joint annular space (6) is formed between the sealing boss (4) and the sealing notch (3); a glue injection port is formed in the circumferential surface of the left tank body (1) connected with the side surfaces of the two sides of the annular space (6); the circumferential surface of the left tank body (1) connected with the top end of the annular space (6) is provided with a glue overflow opening (7); the left tank body (1) and the right tank body (2) are fixedly bonded together through bonding resin filled in the joint annular space (6) to form a sewage treatment tank body; the interior of the left tank body (1) is divided into an anaerobic tank (10), an oxygen consumption tank A (11) and an oxygen consumption tank B (12) by a partition plate A (8) and a partition plate B (9) which are arranged at intervals in the left tank body (1); anaerobic fillers (13) are filled in the anaerobic tank (10); oxygen consumption fillers (14) are respectively filled in the oxygen consumption pool A (11) and the oxygen consumption pool B (12); the upper ends of the anaerobic tank (10) and the oxygen consumption tank A (11) are communicated with each other; the lower ends of the oxygen consumption pool A (11) and the oxygen consumption pool B (12) are communicated with each other; the anaerobic tank (10) is communicated with the outside through a water inlet pipe (15); the right tank body (2) is divided into a sedimentation tank (17) and a clean water tank (18) by a partition plate C (16); a water guide pipe (19) is arranged on the partition plate C (16); the sedimentation tank (17) and the clean water tank (18) are communicated with each other through a guide water pipe (19); the end surface of the sealing boss (4) of the right tank body (2) is provided with an overflow conduit (20); the overflow conduit (20) passes through the guide hole (21) on the sealing notch (3) and then is communicated with the oxygen consumption pool B (12); the oxygen consumption tank B (12) is communicated with the sedimentation tank (17) through an overflow conduit (20); and inlet and outlet pipe orifices (23) are arranged at the tops of the anaerobic tank (10), the oxygen consumption tank A (11), the oxygen consumption tank B (12), the sedimentation tank (17) and the clean water tank (18).
2. The split sewage treatment tank of claim 1, wherein: the outer circumferential surface of the sealing boss (4) and the inner wall of the sealing notch (3) are respectively and uniformly provided with a plurality of glass fiber bundles (22).
3. The split sewage treatment tank of claim 1, wherein: the water inlet pipe (15) is in a 7-shaped structure; the upper end of the water inlet pipe (15) penetrates through the upper part of the anaerobic tank (10) and then is communicated with the outside; the lower end of the water inlet pipe (15) extends to the lower part of the anaerobic tank (10).
4. The split sewage treatment tank of claim 1, wherein: the guide water pipe (19) is in a 7-shaped structure; the upper end of the guide water pipe (19) passes through the partition plate C (16) and then is communicated with the upper part of the sedimentation tank (17); the lower end of the guide water pipe (19) extends to the lower part of the clean water tank (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122683127.6U CN216106523U (en) | 2021-11-04 | 2021-11-04 | Split type sewage treatment tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122683127.6U CN216106523U (en) | 2021-11-04 | 2021-11-04 | Split type sewage treatment tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216106523U true CN216106523U (en) | 2022-03-22 |
Family
ID=80713010
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122683127.6U Active CN216106523U (en) | 2021-11-04 | 2021-11-04 | Split type sewage treatment tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216106523U (en) |
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2021
- 2021-11-04 CN CN202122683127.6U patent/CN216106523U/en active Active
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