CN220906064U - Bury formula refuse treatment station waste water collection mechanism - Google Patents
Bury formula refuse treatment station waste water collection mechanism Download PDFInfo
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- CN220906064U CN220906064U CN202322792198.9U CN202322792198U CN220906064U CN 220906064 U CN220906064 U CN 220906064U CN 202322792198 U CN202322792198 U CN 202322792198U CN 220906064 U CN220906064 U CN 220906064U
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- waste water
- collecting
- pipeline
- liquid leakage
- garbage disposal
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- 239000002351 wastewater Substances 0.000 title claims abstract description 124
- 239000007788 liquid Substances 0.000 claims abstract description 34
- 238000005192 partition Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000001914 filtration Methods 0.000 description 7
- 238000004140 cleaning Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 101150054854 POU1F1 gene Proteins 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 239000010791 domestic waste Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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- Sewage (AREA)
Abstract
A waste water collecting mechanism of an underground garbage disposal station comprises a waste water tank arranged in a foundation pit; the upper part of the foundation pit is also provided with a ground bearing platform capable of lifting, the ground bearing platform comprises a supporting plate which is lower than the ground, and the supporting plate is provided with a plurality of liquid leakage holes; a collecting pipeline is arranged below any one of the liquid leakage holes, an outlet of the collecting pipeline is vertically arranged downwards, and a plurality of collecting inclined pipes are arranged on the side face and communicated with other liquid leakage holes; the flow guide pipeline is arranged below the collecting pipeline, the inlet of the flow guide pipeline is arranged opposite to the outlet of the collecting pipeline, and the outlet of the flow guide pipeline is arranged above the wastewater tank. Through increasing the mode of collecting pipeline and water conservancy diversion pipeline on current structure basis, can accomplish the collection to all weeping hole waste water under the condition that does not add the waste water tank, and this collection process is not influenced by ground loading platform lifting state to waste water splashes the region that influences the foundation ditch limited, conveniently clears up.
Description
Technical Field
The utility model relates to the technical field of buried garbage treatment equipment, in particular to a waste water collecting mechanism of a buried garbage treatment station.
Background
There is a large amount of waste water in the domestic waste, after the foundation ditch of the buried garbage disposal station of free inflow of the domestic waste, can cause the interior smell of foundation ditch to be sharp, be difficult to clear up, influence the operation of staff in the foundation ditch, in order to solve above-mentioned problem, buried garbage station generally can set up the waste water tank in the foundation ditch and collect waste water specially, and can also set up a plurality of waste water holes on ground load-bearing platform's support saddle and be used for the water conservancy diversion, but in order to conveniently clear up, the waste water tank can't occupy the more position of foundation ditch, usually only set up in one place, and then lead to the waste water hole only can set up in the partial position of support saddle, the waste water of partial region can't get into the waste water tank from the waste water hole, and then influence staff's clean operation efficiency.
Disclosure of utility model
The utility model provides a waste water collecting mechanism of an underground garbage disposal station, which aims to solve the problem that the waste water collecting and cleaning of the underground garbage disposal station are inconvenient.
The technical scheme of the utility model is as follows:
a waste water collecting mechanism of an underground garbage disposal station comprises a waste water tank arranged in a foundation pit;
the upper part of the foundation pit is also provided with a ground bearing platform capable of lifting, the ground bearing platform comprises a supporting plate which is lower than the ground, and the supporting plate is provided with a plurality of liquid leakage holes;
A collecting pipeline is arranged below any one of the liquid leakage holes, an outlet of the collecting pipeline is vertically arranged downwards, and a plurality of collecting inclined pipes are arranged on the side face and communicated with other liquid leakage holes;
The flow guide pipeline is arranged below the collecting pipeline, the inlet of the flow guide pipeline is arranged opposite to the outlet of the collecting pipeline, and the outlet of the flow guide pipeline is arranged above the wastewater tank.
Through setting up collecting line and water conservancy diversion pipeline, with the waste water of optional position weeping hole all water conservancy diversion only in the waste water tank, and then make things convenient for the staff to the cleanness of supporting the layer board, and collect the waste water in a waste water tank and conveniently handle.
The collecting pipeline comprises a total liquid leakage pipe which is vertically communicated, and a plurality of holes are formed in the side face of the total liquid leakage pipe and connected with the collecting inclined pipe. The collecting pipeline is a combined structure of a plurality of parts, and can be independently replaced after part of the structure is damaged, so that the maintenance is convenient.
In order to facilitate the collection of the waste water of the liquid leakage holes, the total liquid leakage pipe and the collecting inclined pipe are respectively provided with an upper opening, and the opening is provided with a horn-shaped liquid collecting pipe. The wastewater in the liquid leakage hole can be ensured to completely enter the collecting pipeline through the horn-shaped opening, so that the influence of flowing everywhere on cleaning is avoided.
In order to avoid the accumulation of waste water, the upper opening of the collecting inclined pipe is higher than the side surface opening of the total liquid leakage pipe. Namely, the collecting inclined pipe is obliquely arranged, and after the wastewater in the liquid leakage hole enters the collecting inclined pipe, the wastewater can directly enter the total liquid leakage pipe under the influence of gravity.
In order to ensure that the wastewater can accurately enter the diversion pipeline, the diameter of the outlet of the total leakage pipe is smaller than the diameter of the inlet of the diversion pipeline.
As a preferable scheme, the minimum distance between the total liquid leakage pipe and the diversion pipeline is-50 mm. After the ground bearing platform falls into the foundation pit, the total liquid leakage pipe can be inserted into the diversion pipeline, so that the outflow of waste water to other positions is avoided.
In order to ensure that the wastewater rapidly enters the wastewater tank, the diversion pipeline comprises a diversion inclined pipe which is obliquely arranged to one side of the wastewater tank. Ensure that the wastewater can flow into the wastewater tank rapidly under the influence of gravity.
As a preferable scheme, one side of the diversion inclined tube far away from the wastewater tank is a trumpet-shaped collecting funnel with an opening vertically upwards. Can avoid the waste water from splashing everywhere.
For the convenience to handle waste water, the bottom surface slope setting of waste water tank just sets up a plurality of baffles along the incline direction interval. The substances in the wastewater are filtered through a baffle plate.
The mode of realizing above-mentioned filtration is, a plurality of the baffle all sets up the trompil, and follows waste water tank bottom inclined direction, the trompil of baffle reduces gradually. Filtering the filtering materials with different specifications, and carrying out pumping treatment on the tail end or waste water by a waste water pump.
The utility model has the beneficial effects that: the utility model relates to a waste water collecting mechanism of an underground garbage disposal station, which is characterized in that on the basis of the existing structure, waste water of all liquid leakage holes can be collected at one place by adding a collecting pipeline, all waste water can be collected and flows into a waste water tank by arranging a diversion pipeline under the collection, the waste water tank can be used for pumping waste water which is not doped with larger particles away for treatment by filtration, and the filtered particles can be cleaned by staff.
Drawings
The aspects and advantages of the present utility model will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the utility model.
In the drawings:
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic diagram of the overall structure of the present utility model (hidden ground carrying platform);
FIG. 3 is a schematic side view of the present utility model;
FIG. 4 is a schematic view of the cross-sectional structure of the A-A section of the present utility model;
FIG. 5 is a schematic elevational view of the present utility model;
FIG. 6 is a schematic diagram of the relative positions of the collecting pipes and the diversion pipes according to the present utility model;
the components represented by the reference numerals in the figures are:
1. A foundation pit; 2. a supporting pallet; 21. a weeping hole; 3. a ground carrying platform; 4. collecting pipelines; 41. collecting inclined pipes; 42. a total liquid leakage pipe; 43. a liquid collecting pipe; 5. a diversion pipeline; 51. a collection funnel; 52. a diversion inclined tube; 6. a waste water tank; 61. a partition board.
Detailed Description
The waste water collecting mechanism of the buried garbage disposal station shown in fig. 1, 2, 3 and 5 comprises a waste water tank 6 arranged in a foundation pit 1, and the foundation pit 1 is dug out from the ground, so that the occupation of the ground space can be avoided.
It should be noted that, for convenience of wastewater treatment, the bottom surface of the wastewater tank 6 is inclined, and a plurality of partitions 61 are provided at intervals in the inclined direction. The substances in the wastewater are filtered by the partition 61. The inclined direction is the longitudinal direction of the wastewater tank 6. Then, the separation of the particles of the wastewater can be realized, and the wastewater can be treated by using the sewage pump so as to avoid the blockage of the sewage pump.
In the above structure, the filtering is achieved by providing the plurality of partition plates 61 with openings, and gradually reducing the openings of the partition plates 61 along the inclined direction of the bottom surface of the wastewater tank 6. Filtering the filtering materials with different specifications, and carrying out pumping treatment on the tail end or waste water by a waste water pump. And according to the separation of the particles among different partition boards, different methods can be used for cleaning the particles, and then, all waste water generated in the buried garbage station is only required to be collected to the waste water tank 6.
The specific method for realizing the diversion of the wastewater into the wastewater tank 6 is that, as shown in fig. 1, an above-ground bearing platform 3 capable of lifting is further arranged above the foundation pit 1, and the above-ground bearing platform 3 comprises a supporting pallet 2 arranged below the ground, during the garbage treatment process, the wastewater generally flows on the supporting pallet 2, if the wastewater is not treated, the wastewater flows into the foundation pit from the periphery and is difficult to clean, in order to avoid the above-mentioned problems, the supporting pallet 2 is provided with a plurality of weeping holes 21, and the weeping holes 21 are arranged close to the edge, and since the wastewater tank 6 cannot be arranged under the above-ground bearing platform 3, the weeping holes 21 cannot direct diversion of the wastewater to the wastewater tank 6, therefore, the following structure is also required.
As shown in fig. 4 and 5, a collecting pipe 4 is disposed below any one of the drain holes 21, an outlet of the collecting pipe 4 is disposed vertically downward, so that waste water can be guided vertically downward, and a plurality of collecting inclined pipes 41 are disposed on the side surface and are communicated with other drain holes 21, so that waste water of all the drain holes 21 can be guided to the lower part of the collecting pipe 4 through the above structure, and therefore, on the basis of the above structure, the waste water can be guided into the waste water tank 6 by continuously providing a guiding structure.
As shown in fig. 6, a diversion pipeline 5 is disposed below the collecting pipeline 4, an inlet of the diversion pipeline 5 is disposed opposite to an outlet of the collecting pipeline 4, and an outlet of the diversion pipeline 5 is disposed above the wastewater tank 6. Through the structure, the waste water can flow to the liquid leakage holes 21 at the supporting plate 2, and then the waste water of all the liquid leakage holes 21 can be guided to flow only through the guide pipeline 5 and finally enter the waste water tank 6, and the waste water storage can be avoided between the collecting pipeline 4 and the guide pipeline 5 due to the fact that the collecting pipeline 4 and the guide pipeline 5 are not connected through the structure, and the free movement of the ground bearing platform 3 can not affect the normal flow guiding of the waste water.
As shown in fig. 5, the above-mentioned collecting line 4 has a specific structure that the collecting line 4 includes a total drain pipe 42 penetrating up and down, and a plurality of openings are provided on a side surface of the total drain pipe 42 and connected to the collecting chute 41. The collecting pipeline 4 is a combined structure of a plurality of parts, and can be independently replaced after part of the structure is damaged, so that the maintenance is convenient.
And because of the viscosity of the waste water, the upper opening of the collecting chute 41 is higher than the side opening of the total leakage pipe 42 in order to avoid the storage of the waste water. That is, the collecting chute 41 is inclined, and after the wastewater in the drain hole 21 enters the collecting chute 41, the wastewater can directly enter the total drain 42 due to the influence of gravity. Accordingly, in order to match this structure, the direction of the side opening of the total drain pipe 42 is inclined upward relative to the horizontal plane, and the inclination angle is 5-25 °, so that the impurity of the waste water can be prevented from accumulating in the collecting chute 41 and blocking the same.
Then, in order to facilitate the collection of the wastewater in the drain hole 21, the total drain pipe 42 and the collecting chute 41 are both provided with openings at the upper part, and the openings are provided with a trumpet-shaped liquid collecting pipe 43. The horn-shaped opening ensures that the wastewater in the liquid leakage hole 21 can completely enter the collecting pipeline 4, so that the cleaning is prevented from being influenced by flowing everywhere.
When the upper bearing platform 3 is positioned at a low position, the flow guiding of the wastewater is smooth, and when the structure is positioned at a high position, the distance between the collecting pipeline 4 and the flow guiding pipeline 5 is larger, so that the flow guiding of the wastewater has a certain influence, and in order to ensure that the wastewater can accurately enter the flow guiding pipeline 5, the outlet diameter of the total liquid leakage pipe 42 is smaller than the inlet diameter of the flow guiding pipeline 5.
As shown in the structure, the minimum distance between the total liquid leakage pipe 42 and the diversion pipeline 5 is-50 mm. When the ground bearing platform 3 is located at a low position, namely after the ground bearing platform 3 falls into the foundation pit 1, the total liquid leakage pipe 42 can be inserted into the diversion pipeline 5, so that the outflow of waste water to other positions is avoided.
Accordingly, in order to avoid the accumulation of waste water in the pipeline, and to ensure the waste water to enter the waste water tank 6 quickly, the diversion pipeline 5 comprises a diversion inclined pipe 52 which is obliquely arranged towards one side of the waste water tank 6. Ensures that the wastewater can flow into the wastewater tank 6 quickly under the influence of gravity.
In order to avoid waste water splashing, the side of the diversion chute 52 away from the waste water tank 6 is a trumpet-shaped collecting funnel 51 with an opening vertically upwards. The receiving area is enlarged through the horn-shaped opening, so that waste water can be prevented from splashing everywhere.
Therefore, the device is different from the existing structure, and the device is provided with the collecting pipeline 4 and the diversion pipeline 5, so that waste water of the leakage holes 21 at any positions is evenly guided into the waste water tank 6, and further, the cleaning of the supporting plate 2 by workers is facilitated, and the waste water collected in the waste water tank 6 is conveniently treated. The staff only needs to set up the waste water pump at the extreme lower end of single waste water tank 6 can, and the filter material can be cleared up by the staff at intervals.
Claims (8)
1. The waste water collecting mechanism of the buried garbage disposal station is characterized by comprising a waste water tank (6) arranged in the foundation pit (1);
The upper part of the foundation pit (1) is also provided with a ground bearing platform (3) capable of lifting, the ground bearing platform (3) comprises a supporting plate (2) which is lower than the ground, and the supporting plate (2) is provided with a plurality of liquid leakage holes (21);
A collecting pipeline (4) is arranged below any one of the liquid leakage holes (21), an outlet of the collecting pipeline (4) is vertically arranged downwards, and a plurality of collecting inclined pipes (41) are arranged on the side face and are communicated with other liquid leakage holes (21);
A diversion pipeline (5) is arranged below the collection pipeline (4), an inlet of the diversion pipeline (5) is arranged opposite to an outlet of the collection pipeline (4), and an outlet of the diversion pipeline (5) is arranged above the wastewater tank (6);
The collecting pipeline (4) comprises a total liquid leakage pipe (42) which is vertically communicated, and a plurality of openings are formed in the side face of the total liquid leakage pipe (42) and are connected with the collecting inclined pipe (41);
The total liquid leakage pipe (42) and the collecting inclined pipe (41) are both provided with openings at the upper parts, and horn-shaped liquid collecting pipes (43) are arranged at the openings.
2. A waste water collection device for a buried garbage disposal station according to claim 1, characterized in that the upper opening of the collecting chute (41) is higher than the side opening of the total leakage pipe (42).
3. A waste water collection mechanism for a buried garbage disposal station according to claim 2, wherein the outlet diameter of the total leakage pipe (42) is smaller than the inlet diameter of the diversion pipeline (5).
4. A waste water collection device for a buried garbage disposal station according to claim 2, wherein the minimum distance between the total leakage pipe (42) and the diversion pipeline (5) is-50 mm.
5. A waste water collection device for a buried garbage disposal station according to claim 1, characterized in that the diversion pipeline (5) comprises a diversion chute (52) which is inclined to one side of the waste water tank (6).
6. A waste water collection mechanism for a buried garbage disposal station according to claim 5, wherein the side of the diversion chute (52) away from the waste water tank (6) is a trumpet-shaped collection funnel (51) with an opening vertically upwards.
7. A waste water collecting mechanism of a buried garbage disposal station according to claim 1, characterized in that the bottom surface of the waste water tank (6) is provided obliquely, and a plurality of partition plates (61) are provided at intervals in an oblique direction.
8. A waste water collecting mechanism for a buried garbage disposal station according to claim 7, wherein a plurality of said partition plates (61) are provided with openings, and the openings of said partition plates (61) are gradually reduced in the direction of inclination of the bottom surface of the waste water tank (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322792198.9U CN220906064U (en) | 2023-10-18 | 2023-10-18 | Bury formula refuse treatment station waste water collection mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322792198.9U CN220906064U (en) | 2023-10-18 | 2023-10-18 | Bury formula refuse treatment station waste water collection mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220906064U true CN220906064U (en) | 2024-05-07 |
Family
ID=90904118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322792198.9U Active CN220906064U (en) | 2023-10-18 | 2023-10-18 | Bury formula refuse treatment station waste water collection mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220906064U (en) |
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2023
- 2023-10-18 CN CN202322792198.9U patent/CN220906064U/en active Active
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