CN212523331U - Use formula greenbelt sewage collection sediment device of burying in basin - Google Patents
Use formula greenbelt sewage collection sediment device of burying in basin Download PDFInfo
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- CN212523331U CN212523331U CN202021120109.6U CN202021120109U CN212523331U CN 212523331 U CN212523331 U CN 212523331U CN 202021120109 U CN202021120109 U CN 202021120109U CN 212523331 U CN212523331 U CN 212523331U
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Abstract
A sewage collecting and precipitating device for a buried green belt in an application drainage basin relates to the technical field of urban sewage treatment. In order to solve the problems that rainwater is not collected, treated and utilized in cities and is directly discharged into rivers, impurities such as soil on the ground are mixed, the river water becomes turbid, the blockage of a sewage pipeline can occur after long-time use, and the existing sewage pipeline is inconvenient to clean. The upper portion of the outer surface of the shell is provided with a sewage draining outlet, the lower portion of the outer surface of the shell is provided with a water inlet, the upper end of the shell is fixedly connected with the bottom end of the flow guide pipeline, the top end of the flow guide pipeline is provided with a blocking cover, the blocking cover is hinged with the edge of the top end of the flow guide pipeline, a sediment separator and a porous filter are sequentially embedded in the shell from top to bottom, and one end of a pull rod sequentially penetrates through the sediment separator and a shaft sleeve and is connected with the center of the porous filter. The utility model is suitable for a sewage filtration system in the city.
Description
Technical Field
The utility model relates to an urban sewage treatment technical field relates to an use and bury formula greenbelt sewage collection sediment device in basin.
Background
Along with the continuous development of cities, people live closer to nature, roads, bridges and even high-rise buildings are built around rivers and lakes in cities. As the number of people living in the periphery is increased, certain pollution is caused to rivers, and rainwater on roads beside the rivers and lakes is directly discharged into the rivers. Rainwater is not collected, treated and utilized and is directly discharged into a river, impurities such as soil on the ground are mixed with the rainwater, the river becomes turbid, so that the visibility of the river is low, the accumulation of silt at the bottom of the river can cause anaerobic influence on water quality due to the inflow of the silt for a long time, the river is polluted to a certain degree, and sediment dredging needs to be carried out. However, the conventional river channel dredging has some disadvantages, the engineering quantity of the river channel dredging is very large, particularly urban river channels are often polluted by not only one river, so that the river channel dredging period is very long, and the key is that secondary pollution is very easy to generate, and the result is self-evident. In addition, the period is very long and the supervision of water quality is not strong, so that continuous pollution is easily caused if the black and odorous wastewater is treated after the river channel is desilted and is only self-repaired by ecology.
In conclusion, rainwater is directly discharged into rivers without being collected, treated and utilized in cities, impurities such as soil on the ground are mixed, the river water becomes turbid, the sewage discharge pipeline is blocked after long-time use, and the existing sewage discharge pipeline is inconvenient to clean.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve in the city adopt not collect the rainwater, handle and utilize, directly arrange into the river, be mingled with debris such as subaerial earth, can make the river become muddy to through long-time use, the condition of jam can appear in sewage pipes, and the problem of current sewage pipes be not convenient for clear up, and put forward an application basin ground buries formula greenbelt sewage and collect sediment device.
The utility model relates to a sewage collecting and precipitating device for a buried green belt in an application basin, which comprises a shell, a pull rod, a precipitate separator, a porous filter, a diversion pipeline and a shaft sleeve;
the upper part of the outer surface of the shell is provided with a sewage discharge outlet, the lower part of the outer surface of the shell is provided with a water inlet, the upper end of the shell is fixedly connected with the bottom end of the flow guide pipeline, the top end of the flow guide pipeline is provided with a baffle cover, the baffle cover is hinged with the edge of the top end of the flow guide pipeline, a precipitate separator and a porous filter are sequentially embedded in the shell from top to bottom, one end of a pull rod sequentially penetrates through the precipitate separator and a shaft sleeve and is connected with the center of the porous filter, the surface of the inner part of the shell is provided with a boss, and the upper surface of;
furthermore, the inner diameters of the sewage draining outlet and the water inlet are the same;
furthermore, a hanging ring is arranged at the other end of the pull rod;
furthermore, the diameter of the pull rod is 10 mm-20 mm;
further, the length of the pull rod is 3 m;
furthermore, one end of the pull rod is in threaded connection with the center of the porous filter;
further, the length of the shaft sleeve is 0.5-0.8 m;
furthermore, when the device is used, the device is buried in the ground, the top end of the diversion pipeline is exposed outside, the water inlet on the shell is connected with the urban sewage discharge pipeline through the hose, a large amount of rainwater and urban sewage are introduced into the sewage collection and precipitation device, the rainwater and the sewage are continuously introduced into the device, the water level inside the water collection and precipitation device rises continuously, the sewage is treated through the precipitate separator and the porous filter, the liquid level of the treated clean water reaches the sewage discharge port, and the sewage discharge port on the shell discharges the treated clean water into the river flow of the city through the hose;
when the use time is longer, a sanitation worker opens the blocking cover at the top end of the diversion pipeline, the lifting hook of a crane is fixedly connected with the lifting ring at the other end of the pull rod, the pull rod is pulled upwards by adopting vertical upward force, so that the sediment separator and the porous filter in the shell are taken out, the sediment separator and the porous filter can be cleaned or replaced, the dirt at the bottom end in the shell is cleaned, the sediment separator and the porous filter are fixed on the pull rod after the sediment separator and the porous filter are cleaned or replaced, the sediment separator and the porous filter are placed in the shell until the upper surface of the boss in the shell is contacted with the lower surface of the porous filter, and finally the blocking cover is covered.
Compared with the prior art, the utility model following beneficial effect has:
one, the utility model overcomes prior art's defect adopts inside from the top down of casing to inlayed precipitate separator and porous filter in proper order, and precipitate separator and axle sleeve are passed in proper order to the one end of pull rod, are connected with porous filter's center department, realize filtering rainwater and municipal sewage, avoid will be mingled with during debris such as subaerial earth directly discharge the river, ensure the limpid of urban river, avoid appearing the circumstances that the jam can appear in the sewage pipes.
Two, the utility model overcomes prior art's defect, the device live time is longer, can change the inside precipitate separator of device and porous filter to make things convenient for inside filtration of cleaning device to go out silt or dirty.
Thirdly, the utility model discloses simple to use, convenient operation.
Drawings
Fig. 1 is a cross-sectional view of an application basin buried green belt sewage collecting and precipitating device.
Detailed Description
The first embodiment is as follows: the embodiment is described with reference to fig. 1, and the buried green belt sewage collecting and precipitating device applied to the drainage basin in the embodiment comprises a shell 1, a pull rod 2, a precipitate separator 4, a porous filter 5, a diversion pipeline 8 and a shaft sleeve 9;
the upper part of the outer surface of the shell 1 is provided with a sewage outlet 3, the lower part of the outer surface of the shell 1 is provided with a water inlet 7, the upper end of the shell 1 is fixedly connected with the bottom end of a flow guide pipeline 8, the top end of the flow guide pipeline 8 is provided with a baffle cover, the baffle cover is hinged with the edge of the top end of the flow guide pipeline 8, a precipitate separator 4 and a porous filter 5 are sequentially embedded in the shell 1 from top to bottom, one end of a pull rod 2 sequentially penetrates through the precipitate separator 4 and a shaft sleeve 9 and is connected with the center of the porous filter 5, the inner surface of the shell 1 is provided with a boss 6, and the upper surface of the boss 6 is contacted;
in the specific embodiment, when the device is used, the device is buried in the ground, the top end of the diversion pipeline 8 is exposed outside, the water inlet 7 on the shell 1 is connected with a sewage discharge pipeline of a city through a hose, a large amount of rainwater and urban sewage are introduced into the sewage collection and precipitation device, the rainwater and the sewage are continuously introduced into the device, the water level inside the water collection and precipitation device continuously rises, the sewage is treated through the precipitate separator 4 and the porous filter 5, the liquid level of the treated clean water reaches the sewage discharge outlet 3, and the sewage discharge outlet 3 on the shell 1 discharges the treated clean water into river flow of the city through the hose;
when the use time is long, a sanitation worker opens the blocking cover at the top end of the diversion pipeline 8, the lifting hook of a crane is fixedly connected with the lifting ring at the other end of the pull rod 2, the pull rod 2 is pulled upwards by adopting a vertical upward force, so that the sediment separator 4 and the porous filter 5 in the shell 1 are taken out, the sediment separator 4 and the porous filter 5 can be cleaned or replaced, the dirt at the bottom end in the shell 1 is cleaned, after the sediment separator 4 and the porous filter 5 are cleaned or replaced, the sediment separator 4 and the porous filter 5 are fixed on the pull rod 2, the sediment separator 4 and the porous filter 5 are placed in the shell 1 until the upper surface of the boss 6 in the shell 1 is contacted with the lower surface of the porous filter 5, and finally the blocking cover is covered.
The second embodiment is as follows: the embodiment is described with reference to fig. 1, which is a further limitation of the sewage collecting and settling device of the first embodiment, and the sewage collecting and settling device of the buried green belt in the application drainage basin of the embodiment has the same inner diameter of the sewage outlet 3 and the water inlet 7;
in the specific embodiment, the sewage draining outlet 3 and the water inlet 7 have the same inner diameter, so that the input flow rate and the output flow rate of water flow are ensured to be the same.
The third concrete implementation mode: the present embodiment is described with reference to fig. 1, and the present embodiment is a further limitation of the sewage collecting and settling device according to the first embodiment, and the sewage collecting and settling device is an underground green belt sewage collecting and settling device applied to a drainage basin, and the other end of the pull rod 2 is provided with a hanging ring;
this embodiment, the other end that adopts pull rod 2 is equipped with rings, is convenient for when the clearance, utilizes the crane to hoist, and labour saving and time saving improves work efficiency.
The fourth concrete implementation mode: the present embodiment will be described with reference to fig. 1, which is a further limitation of the sewage collecting and settling device of the third embodiment, and the sewage collecting and settling device of the buried green belt in the application area of the present embodiment has a diameter of 10mm to 20mm of the pull rod 2;
in the specific embodiment, the diameter of the pull rod 2 is 10-20 mm, so that the stability of the device is improved.
The fifth concrete implementation mode: the present embodiment will be described with reference to fig. 1, which is a further limitation of the sewage collecting and settling device of the fourth embodiment, and the length of the pull rod 2 is 3m in the buried type green belt sewage collecting and settling device of the present embodiment.
The sixth specific implementation mode: the present embodiment is described with reference to fig. 1, and the present embodiment is a further limitation of the sewage collecting and settling device of the first embodiment, and the sewage collecting and settling device of the buried green belt in the application basin of the present embodiment is characterized in that one end of the pull rod 2 is screwed with the center of the porous filter 5;
in the specific embodiment, one end of the pull rod 2 is in threaded connection with the center of the porous filter 5, so that the porous filter 5 is convenient to replace.
The seventh embodiment: the present embodiment is described with reference to fig. 1, and the present embodiment is further limited to the sewage collecting and settling device of the first embodiment, and the length of the bushing 9 is 0.5m to 0.8m in the buried green belt sewage collecting and settling device of the second embodiment;
in the specific embodiment, the length of the shaft sleeve 9 is 0.5-0.8 m, so that a gap of 0.5-0.8 m is formed between the sediment separator 4 and the porous filter 5, and the sewage filtering effect is improved.
Principle of operation
When the device is used, the device is buried in the ground, the top end of a diversion pipeline 8 is exposed outside, a water inlet 7 on the shell 1 is connected with a sewage discharge pipeline of a city through a hose, a large amount of rainwater and sewage of the city are introduced into a sewage collection and precipitation device, the rainwater and the sewage are continuously introduced into the device, the water level inside the water collection and precipitation device rises continuously, the sewage is treated through a precipitate separator 4 and a porous filter 5, the liquid level of the treated clean water reaches a sewage discharge outlet 3, and the sewage discharge outlet 3 on the shell 1 discharges the treated clean water into river flow of the city through the hose;
when the use time is long, a sanitation worker opens the blocking cover at the top end of the diversion pipeline 8, the lifting hook of a crane is fixedly connected with the lifting ring at the other end of the pull rod 2, the pull rod 2 is pulled upwards by adopting a vertical upward force, so that the sediment separator 4 and the porous filter 5 in the shell 1 are taken out, the sediment separator 4 and the porous filter 5 can be cleaned or replaced, the dirt at the bottom end in the shell 1 is cleaned, after the sediment separator 4 and the porous filter 5 are cleaned or replaced, the sediment separator 4 and the porous filter 5 are fixed on the pull rod 2, the sediment separator 4 and the porous filter 5 are placed in the shell 1 until the upper surface of the boss 6 in the shell 1 is contacted with the lower surface of the porous filter 5, and finally the blocking cover is covered.
Claims (7)
1. The utility model provides an use formula greenbelt sewage collection sediment device that buries in basin which characterized in that: comprises a shell (1), a pull rod (2), a sediment separator (4), a porous filter (5), a flow guide pipeline (8) and a shaft sleeve (9);
casing (1) surface upper portion is equipped with one drain (3), casing (1) surface lower part is equipped with one water inlet (7), the upper end of casing (1) and the bottom fixed connection on water conservancy diversion pipeline (8), the top of water conservancy diversion pipeline (8) is equipped with keeps off the lid, and keep off the lid and be connected with the edge hinge on water conservancy diversion pipeline (8) top, precipitate separator (4) and porous filter (5) have been inlayed from the top down in proper order to casing (1) inside, precipitate separator (4) and axle sleeve (9) are passed in proper order to the one end of pull rod (2), be connected with the center department of porous filter (5), casing (1) internal surface is equipped with one boss (6), the upper surface of boss (6) and the lower surface contact of porous filter (5).
2. The sewage collecting and precipitating device applied to the buried green belt in the drainage basin as claimed in claim 1, wherein: the inner diameters of the sewage draining outlet (3) and the water inlet (7) are the same.
3. The sewage collecting and precipitating device applied to the buried green belt in the drainage basin as claimed in claim 1, wherein: the other end of the pull rod (2) is provided with a hanging ring.
4. The sewage collecting and precipitating device applied to the buried green belt of the drainage basin as claimed in claim 3, wherein: the diameter of the pull rod (2) is 10 mm-20 mm.
5. The device for collecting and precipitating the sewage of the buried green belt applied to the drainage basin as claimed in claim 4, wherein: the length of the pull rod (2) is 3 m.
6. The sewage collecting and precipitating device applied to the buried green belt in the drainage basin as claimed in claim 1, wherein: one end of the pull rod (2) is in threaded connection with the center of the porous filter (5).
7. The sewage collecting and precipitating device applied to the buried green belt in the drainage basin as claimed in claim 1, wherein: the length of the shaft sleeve (9) is 0.5-0.8 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021120109.6U CN212523331U (en) | 2020-06-16 | 2020-06-16 | Use formula greenbelt sewage collection sediment device of burying in basin |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021120109.6U CN212523331U (en) | 2020-06-16 | 2020-06-16 | Use formula greenbelt sewage collection sediment device of burying in basin |
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| CN212523331U true CN212523331U (en) | 2021-02-12 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114275885A (en) * | 2021-12-10 | 2022-04-05 | 安徽安泰农业开发有限责任公司 | A hydrolytic acidification reaction tank for useless dirty processing |
| CN117052294A (en) * | 2023-08-21 | 2023-11-14 | 江苏建院营造股份有限公司 | Novel multi-shaft pore-forming pile improved construction equipment and construction method thereof |
-
2020
- 2020-06-16 CN CN202021120109.6U patent/CN212523331U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114275885A (en) * | 2021-12-10 | 2022-04-05 | 安徽安泰农业开发有限责任公司 | A hydrolytic acidification reaction tank for useless dirty processing |
| CN114275885B (en) * | 2021-12-10 | 2023-07-18 | 安徽安泰农业开发有限责任公司 | Hydrolysis acidification reaction tank for waste treatment |
| CN117052294A (en) * | 2023-08-21 | 2023-11-14 | 江苏建院营造股份有限公司 | Novel multi-shaft pore-forming pile improved construction equipment and construction method thereof |
| CN117052294B (en) * | 2023-08-21 | 2024-05-31 | 江苏建院营造股份有限公司 | Multi-shaft hole-forming pile improved construction equipment and construction method thereof |
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