CN218901124U - Wastewater sedimentation tank - Google Patents
Wastewater sedimentation tank Download PDFInfo
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- CN218901124U CN218901124U CN202220982363.XU CN202220982363U CN218901124U CN 218901124 U CN218901124 U CN 218901124U CN 202220982363 U CN202220982363 U CN 202220982363U CN 218901124 U CN218901124 U CN 218901124U
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Abstract
The utility model relates to the technical field of wastewater treatment and discloses a wastewater sedimentation tank, which comprises a sedimentation tank, wherein the sedimentation tank is provided with a water inlet and a water outlet which are communicated with the interior of the sedimentation tank, a water diversion plate is arranged at the water inlet, the water diversion plate comprises a transverse plate and a vertical plate which are transversely arranged, one end of the transverse plate is arranged at the top of the vertical plate, and the other end of the transverse plate is arranged in the middle of the water inlet. The utility model provides a wastewater sedimentation tank, which is characterized in that wastewater with fewer impurities is arranged at the upper part of a transverse plate, and wastewater with more impurities is arranged at the lower part of the transverse plate, so that upper-layer wastewater and lower-layer wastewater with more impurities are separated, the lower-layer wastewater is downwards guided by a vertical plate, the horizontal flow of the lower-layer wastewater with more impurities in the sedimentation tank is reduced, the sedimentation of the impurities is accelerated, and the sedimentation efficiency of the wastewater can be improved.
Description
Technical Field
The utility model relates to the technical field of wastewater treatment, in particular to a wastewater sedimentation tank.
Background
The wastewater of the construction site usually contains impurities such as silt, cement paste and the like, and oil stains and plastic garbage are often floated on the surface of the wastewater of the construction site due to the reasons of vehicle washing, construction machinery and the like. At present, a sedimentation tank is generally used for treatment on a construction site, but the traditional sedimentation tank is only a water tank, wastewater is subjected to sedimentation treatment in the water tank, the sedimentation efficiency of the wastewater is low, and the wastewater sedimentation is insufficient.
Disclosure of Invention
The purpose of the utility model is that: provided is a wastewater sedimentation tank capable of improving the sedimentation efficiency of wastewater.
In order to achieve the above purpose, the utility model provides a wastewater sedimentation tank, which comprises a sedimentation tank, wherein the sedimentation tank is provided with a water inlet and a water outlet which are communicated with the interior of the sedimentation tank, a water diversion plate is arranged at the water inlet, the water diversion plate comprises a transverse plate and a vertical plate which are transversely arranged, one end of the transverse plate is arranged at the top of the vertical plate, and the other end of the transverse plate is arranged in the middle of the water inlet.
Optionally, the cross plate spans the water inlet.
Optionally, the wastewater sedimentation tank further comprises a filter tank, the filter tank is arranged on one side of the sedimentation tank, a tank body partition wall is arranged between the filter tank and the sedimentation tank, the tank body partition wall is used for partitioning the filter tank and the sedimentation tank, the water outlet is arranged on the tank body partition wall, and the filter tank is communicated with the sedimentation tank through the water outlet.
Optionally, a concave part is arranged at the top of the cell body partition wall, and the concave part forms the water outlet.
Optionally, the wastewater sedimentation tank further comprises a discharge tank, wherein the discharge tank is communicated with the filter tank, and the discharge tank is provided with a discharge port.
Optionally, a filtering sand bag is arranged between the discharge tank and the filtering tank, the filtering sand bags are stacked and arranged to form a partition wall shape and separate the filtering tank and the discharge tank, and the discharge tank is communicated with the filtering tank through the filtering sand bag.
Optionally, a protective partition wall for supporting the filtering sand bag is arranged in the discharge pool.
Optionally, the height of the discharge port is lower than the water inlet.
Optionally, the length of the recess is greater than the width of the water inlet.
The utility model provides a wastewater sedimentation tank, which has the beneficial effects that compared with the prior art:
the wastewater sedimentation tank comprises a sedimentation tank, wherein the sedimentation tank is provided with a water inlet and a water outlet which are communicated with the interior of the sedimentation tank, a water diversion plate is arranged at the water inlet, the water diversion plate comprises a transverse plate and a vertical plate which are transversely arranged, one end of the transverse plate is arranged at the top of the vertical plate, and the other end of the transverse plate is arranged at the middle of the water inlet. Through setting up the water diversion board, be the waste water that the impurity is less through diaphragm upper portion, and be the waste water that the impurity is more through the diaphragm lower part to with the impurity more with the lower floor's waste water separation of impurity less, lower floor's waste water is guided downwards by the riser, reduces the horizontal flow of the more lower floor's waste water of impurity in the sedimentation tank, accelerates the precipitation of impurity, can improve the precipitation efficiency of waste water.
Drawings
Fig. 1 is a top view of an embodiment of the present utility model.
FIG. 2 is a schematic view of a water distribution plate according to an embodiment of the present utility model.
Fig. 3 isbase:Sub>A cross-sectional view atbase:Sub>A-base:Sub>A in fig. 1.
Fig. 4 is a cross-sectional view at B-B in fig. 1.
In the figure, 1, a sedimentation tank; 2. a water diversion plate; 3. a filtering tank; 4. a discharge pool; 11. a water inlet; 21. a cross plate; 22. a riser; 31. a cell body partition wall; 32. a concave portion; 33. filtering the sand bag; 41. a discharge port; 42. protective partition walls.
Detailed Description
The following describes in further detail the embodiments of the present utility model with reference to the drawings and examples. The following examples are illustrative of the utility model and are not intended to limit the scope of the utility model.
In the description of the present utility model, it should be noted that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Furthermore, in the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1 and 2, a preferred embodiment of the present utility model includes a sedimentation tank 1, the sedimentation tank 1 is provided with a water inlet 11 and a water outlet which are communicated with the interior of the sedimentation tank 1, a water diversion plate 2 is disposed at the water inlet 11, the water diversion plate 2 includes a transverse plate 21 and a vertical plate 22 which are transversely disposed, one end of the transverse plate 21 is disposed at the top of the vertical plate 22, and the other end of the transverse plate 21 is disposed at the middle of the water inlet 11.
The wastewater needs to pass through the water inlet 11 through a pipeline and then enter the sedimentation tank 1. When wastewater flows in the pipeline, impurities with high density in the wastewater, such as muddy sand, cement slurry and the like, can naturally settle at the bottom of the pipeline, so that the condition that the impurities in the wastewater at the upper part of the pipeline are less and the impurities in the wastewater at the lower part of the pipeline are more occurs. And due to different impurity contents, a laminar flow phenomenon that the flow velocity of the wastewater at the upper part of the pipeline is faster and the flow velocity of the wastewater at the lower part of the pipeline is slower can be formed.
The sedimentation tank 1 of this embodiment is through setting up water diversion plate 2, is the waste water that the impurity is less through diaphragm 21 upper portion, and is the waste water that the impurity is more through diaphragm 21 lower part to with impurity more and impurity less upper strata waste water and lower floor's waste water separation, lower floor's waste water is guided downwards by riser 22, and lower floor's waste water flows downwards to the bottom of sedimentation tank 1, reduces the horizontal flow of impurity more lower floor's waste water in sedimentation tank 1, accelerates the sedimentation of impurity.
Referring to fig. 2, a cross plate 21 spans the water inlet 11. Can separate the upper layer waste water and the lower layer waste water thoroughly. The cross plate 21 may also be arranged to extend into a conduit communicating with the water inlet 11. The diversion starts when the waste water does not flow out of the water inlet 11.
The wastewater sedimentation tank 1 of the embodiment further comprises a filter tank 3, wherein the filter tank 3 is arranged on one side of the sedimentation tank 1, a tank partition wall 31 is arranged between the filter tank 3 and the sedimentation tank 1, the tank partition wall 31 is used for separating the filter tank 3 and the sedimentation tank 1, a water outlet is formed in the tank partition wall 31, and the filter tank 3 is communicated with the sedimentation tank 1 through the water outlet. After part of impurities are precipitated in the wastewater through the sedimentation tank 1, the wastewater enters the filter tank 3 through the water outlet. The top of the cell body partition wall 31 is provided with a concave part 32, and the concave part 32 forms a water outlet. By this arrangement, the wastewater flowing into the filter tank 3 can be the upper water in the sedimentation tank 1, and the upper water contains less impurities. The length of the recess 32 is greater than the width of the water inlet 11. This arrangement ensures that the wastewater flowing from the sedimentation tank 1 into the filtration tank 3 is surface water of the sedimentation tank 1.
The wastewater sedimentation tank 1 of the present embodiment further includes a discharge tank 4, the discharge tank 4 being communicated with the filter tank 3, the discharge tank 4 being provided with a discharge port 41. The wastewater filtered by the filtering tank 3 enters the discharge tank 4 and is discharged through the discharge port 41.
Referring to fig. 3 and 4, a filter sand bag 33 is disposed between the discharge tank 4 and the filter tank 3, the filter sand bags 33 are stacked to form a partition wall shape and separate the filter tank 3 and the discharge tank 4, and the discharge tank 4 is communicated with the filter tank 3 through the filter sand bag 33. The filter sand bag 33 can filter out oil mist and plastic refuse floating on the surface of the wastewater. A protective partition 42 for supporting the filter sand bag 33 is provided in the discharge tank 4. The protective partition 42 can support the filter sand bag 33, preventing the protective sand bag from collapsing. The filter sand bag 33 may be provided with a fine stone sand bag at an upper portion and a coarse sand bag at a lower portion. In use, the water level in the filter tank 3 is higher than the water level in the discharge tank 4. In the present embodiment, the height of the discharge port 41 is lower than the water inlet 11.
The working process of the utility model is as follows: when the wastewater is separated by the water diversion plate 2, the pre-sedimentation of impurities can be realized; after the wastewater is precipitated in the sedimentation tank 1, the surface wastewater with fewer impurities enters the filtering tank 3 for filtering, suspended matters in the wastewater are filtered out, and then the wastewater enters the discharge tank 4.
In summary, the embodiment of the utility model provides a wastewater sedimentation tank 1, which can improve the sedimentation efficiency of wastewater.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present utility model, and these modifications and substitutions should also be considered as being within the scope of the present utility model.
Claims (9)
1. The utility model provides a waste water sedimentation tank, its characterized in that, includes the sedimentation tank, the sedimentation tank be equipped with the inside of sedimentation tank is linked together water inlet and delivery port, water inlet department is provided with the board that divides, the board that divides includes horizontal diaphragm and the vertical riser that sets up of horizontal setting, the one end setting of diaphragm is at the top of riser, the other end setting of diaphragm is in the middle part of water inlet.
2. The wastewater sedimentation tank of claim 1, wherein the cross plate spans the water inlet.
3. The wastewater sedimentation tank of claim 1, further comprising a filter tank, wherein the filter tank is arranged on one side of the sedimentation tank, a tank partition wall is arranged between the filter tank and the sedimentation tank, the tank partition wall is used for separating the filter tank and the sedimentation tank, the water outlet is arranged on the tank partition wall, and the filter tank is communicated with the sedimentation tank through the water outlet.
4. A wastewater sedimentation tank according to claim 3, wherein a recess is provided in the top of the tank partition wall, the recess forming the water outlet.
5. A wastewater sedimentation tank as claimed in claim 3, further comprising a discharge tank in communication with the filter tank, the discharge tank being provided with a discharge port.
6. The wastewater sedimentation tank of claim 5, wherein a filter sand bag is arranged between the discharge tank and the filter tank, the filter sand bags are stacked and formed into a partition wall shape and separate the filter tank and the discharge tank, and the discharge tank is communicated with the filter tank through the filter sand bag.
7. The wastewater sedimentation tank of claim 6, wherein a protective partition wall for supporting the filter sand bag is provided in the discharge tank.
8. The wastewater sedimentation tank of claim 5, wherein the discharge opening is lower in height than the water inlet.
9. The wastewater sedimentation tank of claim 4, wherein the length of the recess is greater than the width of the water inlet.
Priority Applications (1)
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CN202220982363.XU CN218901124U (en) | 2022-04-26 | 2022-04-26 | Wastewater sedimentation tank |
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CN202220982363.XU CN218901124U (en) | 2022-04-26 | 2022-04-26 | Wastewater sedimentation tank |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117618997A (en) * | 2024-01-23 | 2024-03-01 | 江苏金生水建设有限公司 | Quick treatment system and method for open caisson mud |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117618997A (en) * | 2024-01-23 | 2024-03-01 | 江苏金生水建设有限公司 | Quick treatment system and method for open caisson mud |
CN117618997B (en) * | 2024-01-23 | 2024-04-26 | 江苏金生水建设有限公司 | Quick treatment system and method for open caisson mud |
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