CN219839543U - Coagulation box and integrated water purifying device - Google Patents
Coagulation box and integrated water purifying device Download PDFInfo
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- CN219839543U CN219839543U CN202320894986.6U CN202320894986U CN219839543U CN 219839543 U CN219839543 U CN 219839543U CN 202320894986 U CN202320894986 U CN 202320894986U CN 219839543 U CN219839543 U CN 219839543U
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- flocculation
- flocculation area
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- tank
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 108
- 238000005345 coagulation Methods 0.000 title claims abstract description 41
- 230000015271 coagulation Effects 0.000 title claims abstract description 41
- 238000005189 flocculation Methods 0.000 claims abstract description 176
- 230000016615 flocculation Effects 0.000 claims abstract description 175
- 239000000463 material Substances 0.000 claims description 18
- 238000004062 sedimentation Methods 0.000 claims description 13
- 238000001914 filtration Methods 0.000 claims description 11
- 238000000746 purification Methods 0.000 claims description 10
- 241000220317 Rosa Species 0.000 claims description 8
- 238000005192 partition Methods 0.000 claims description 3
- 229940037003 alum Drugs 0.000 abstract description 20
- 230000000694 effects Effects 0.000 abstract description 10
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 239000010802 sludge Substances 0.000 description 12
- 239000012535 impurity Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000000701 coagulant Substances 0.000 description 5
- 238000003756 stirring Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 4
- 238000011001 backwashing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000011049 filling Methods 0.000 description 2
- 239000006004 Quartz sand Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 230000004931 aggregating effect Effects 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a coagulation box, wherein a first flocculation area, a second flocculation area and a third flocculation area are formed in the coagulation box, the second flocculation area is positioned at one side of the first flocculation area, the third flocculation area is positioned above the second flocculation area and the first flocculation area, the top of the first flocculation area is communicated with the bottom of the second flocculation area through a first flow channel, the top of the second flocculation area is communicated with the bottom of the third flocculation area through a second flow channel, a water inlet is formed in the bottom of the first flocculation area, a plurality of star-shaped fins are fixedly arranged in each of the first flocculation area, the second flocculation area and the third flocculation area, and the flow cross street areas of the first flocculation area, the second flocculation area and the third flocculation area are sequentially increased. The coagulation box of the utility model forms a velocity gradient of water flow, is favorable for growth of alum blossom, and improves flocculation effect by arranging the star-shaped fins inside.
Description
Technical Field
The utility model relates to the technical field of water treatment, in particular to a coagulation tank and an integrated water purifying device.
Background
The solid-liquid separation technology is used as a common treatment technology in the water treatment industry, and is generally used in a pretreatment stage of advanced treatment, and is also called a pretreatment water purification technology. The device integrates the functions of coagulation, sedimentation and filtration into a whole, and is widely used in water purification projects. The coagulation refers to a process of aggregating colloidal particles and tiny suspended matters in water by adding chemical agents, and in specific implementation, raw water added with coagulant is injected into a coagulation unit, and then vortex reaction is adopted to enable the suspended matters in water and the coagulant to fully contact and react, so that alum flowers are formed, and relatively clean water can be obtained after the alum flowers settle. At present, most of the way of generating vortex of raw water is realized by adopting a combined structure of a motor and a stirring shaft, for example, just like a flocculation device disclosed in Chinese patent document with publication number of CN211310979U, water and flocculant are fully mixed by stirring action of the stirring shaft. In this method, the rotational speed of the stirring shaft is relatively stable, and if the rotational speed is too high, stability of the form of alum blossom is not favored, and in particular, stability of the form of large-volume alum blossom is not favored, that is, alum blossom is likely to be scattered due to too high vortex flow rate after formation, and if the rotational speed is too low, contact between the suspended matter and the coagulant is insufficient, and it is difficult to form enough alum blossom. Therefore, the effect of using the flocculation device by combining the motor and the stirring shaft is not satisfactory, and the flocculation device needs to be improved.
Disclosure of Invention
The technical problems to be solved by the utility model are as follows: in order to overcome the defects in the prior art, a coagulation box with good coagulation effect is provided.
It is also necessary to provide an integrated water purification device with the coagulation tank.
The technical scheme adopted for solving the technical problems is as follows: the utility model provides a coagulation box, be formed with first flocculation area, second flocculation area and third flocculation area in the coagulation box, the second flocculation area is located one side of first flocculation area, the third flocculation area is located the second flocculation area reaches the top of first flocculation area, the top of first flocculation area with the bottom of second flocculation area passes through first flow channel intercommunication, the top of second flocculation area with the bottom of third flocculation area passes through the second flow channel intercommunication, the water inlet has been seted up to the bottom of first flocculation area, all fixed a plurality of star fins that are provided with in first flocculation area, second flocculation area and the third flocculation area, the flow cross street area of first flocculation area, second flocculation area and third flocculation area increases in proper order.
Further, the first flocculation area, the second flocculation area and the third flocculation area are formed by separating a plurality of partition boards fixedly connected in the coagulation box, and the first flocculation area, the second flocculation area and the third flocculation area are mutually independent.
Further, a first sludge discharge port is formed in the bottom of the first flocculation zone, a second sludge discharge port is formed in the bottom of the second flocculation zone, and a third sludge discharge port is formed in the bottom of the third flocculation zone.
Further, a first inclined guide plate is arranged at the bottom of the first flocculation area, the first sludge discharge opening is positioned at the low-level end of the first inclined guide plate, a second inclined guide plate is arranged at the bottom of the second flocculation area, the second sludge discharge opening is positioned at the low-level end of the second inclined guide plate, a third inclined guide plate is arranged at the bottom of the third flocculation area, and the third sludge discharge opening is positioned at the low-level end of the third inclined guide plate.
Further, three planetary fins are arranged in any one of the first flocculation area, the second flocculation area and the third flocculation area from bottom to top, and each row comprises a plurality of star fins distributed at equal intervals.
Further, a sedimentation area is arranged at the top of the third flocculation area in the coagulation box, and an inclined tube separator is arranged in the sedimentation area.
An integrated water purification device, the integrated water purification device includes the coagulation tank of arbitrary preceding, still includes the rose box, the top of coagulation tank is provided with the filtration water distribution tank, the water distribution pipe is installed to the bottom of filtration water distribution tank, install the water distribution valve on the water distribution pipe, the water distribution pipe with the rose box intercommunication.
Further, the middle part of rose box is provided with the filter material, the filter material will the inner chamber of rose box is divided into cavity and lower cavity, the intercommunication has the branch pipe on the water distribution pipe, the one end of branch pipe stretches into in the cavity of going up, be connected with on the rose box with the delivery port of cavity intercommunication down.
Further, a backwash drain pipe is communicated with the branch pipe, a backwash drain valve is arranged on the backwash drain pipe, an air inlet communicated with the lower cavity is arranged on the side wall of the filter tank, a backwash water tank is arranged at the top of the filter tank, and a communicating pipe is communicated between the backwash water tank and the lower cavity.
The beneficial effects of the utility model are as follows: the coagulation box or the integrated water purifying device is provided with the three flocculation areas, so that flocculation effect is improved, and the flow cross street areas of the three flocculation areas along the water flow direction are sequentially increased, so that a speed gradient is formed, alum flowers are enabled to be changed from small to large, and then a larger forming process is achieved, the growth of the alum flowers is facilitated, and the flocculation effect is improved. Meanwhile, the star-shaped fins are arranged in each flocculation area, so that local vortex is generated, and the flocculation effect is further improved.
Drawings
The utility model is further described below with reference to the drawings and examples.
Fig. 1 is a schematic structural view of an integrated water purification apparatus of the present utility model.
In the figure: 10. the coagulation box, 10A, the first flocculation area, 10B, the second flocculation area, 10C, the third flocculation area, 11 and the first runner. 12. The second runner, 13, water inlet, 14, first inclined guide plate, 15, first mud outlet, 16, second inclined guide plate, 17, second mud outlet, 18, third inclined guide plate, 19, third mud outlet, 101, star-shaped vane, 102, sedimentation zone, 103, fourth mud outlet, 20, filter box, 21, filter material, 201, upper cavity, 202, lower cavity, 203, water outlet, 30, filter water distribution box, 31, water distribution pipe, 311, water distribution valve, 32, branch pipe, 33, backwash drain pipe, 331, backwash drain valve, 34, air inlet, 35, backwash water tank, 36 and communicating pipe.
Detailed Description
The present utility model will now be described in detail with reference to the accompanying drawings. The figure is a simplified schematic diagram illustrating the basic structure of the utility model only by way of illustration, and therefore it shows only the constitution related to the utility model.
Referring to fig. 1, the present utility model provides an integrated water purifying device, which includes a coagulation tank 10 and a filtration tank 20, wherein the coagulation tank 10 is used for coagulating and settling raw water, and the filtration tank 20 is used for further filtering the coagulated and settled water.
The coagulation tank 10 is internally provided with a first flocculation area 10A, a second flocculation area 10B and a third flocculation area 10C, the first flocculation area 10A, the second flocculation area 10B and the third flocculation area 10C are respectively provided with independent water containing cavities, wherein the second flocculation area 10B is positioned at one side of the first flocculation area 10A, the third flocculation area 10C is positioned above the second flocculation area 10B and the first flocculation area 10A, the top of the first flocculation area 10A is communicated with the bottom of the second flocculation area 10B through a first flow channel 11, the first flow channel 11 is vertically arranged, the top of the second flocculation area 10B is communicated with the bottom of the third flocculation area 10C through a second flow channel 12, the bottom of the first flocculation area 10A is provided with a water inlet 13 in an inclined manner, and the water inlet 13 is used for supplying external raw water to flow into the coagulation tank 10. When in use, raw water added with coagulant flows into the first flocculation zone 10A through the water inlet 13, overflows after filling the water containing cavity of the first flocculation zone 10A, then flows into the water containing cavity of the second flocculation zone 10B through the first flow channel 11, and enters the third flocculation zone 10C through the second flow channel 12 after filling the second flocculation zone 10B. The direction indicated by the thick arrow in fig. 1 is the water flow direction. Thus, after raw water passes through the first flocculation area 10A, the second flocculation area 10B and the third flocculation area 10C in sequence, the functions of primary flocculation, secondary flocculation and tertiary flocculation are realized in sequence, and the flocculation effect is improved. Meanwhile, the first flocculation area 10A, the second flocculation area 10B and the third flocculation area 10C are reasonably arranged in the coagulation box 10, and the structure is compact.
In this embodiment, raw water passes through the three flocculation areas from bottom to top, wherein the flow cross-sectional areas of the first flocculation area 10A, the second flocculation area 10B and the third flocculation area 10C are sequentially increased, the flow cross-sectional areas are mutually perpendicular to the flow direction of raw water passing through the three flocculation areas, so that the flow rate of raw water in the first flocculation area 10A is fastest under the condition that the inflow rate of water at the water inlet 13 is constant, the flow rate of raw water in the third flocculation area 10C is slowest, the flow rate of raw water in the second flocculation area 10B is between the first flocculation area 10A and the third flocculation area 10C, the arrangement has the effect that the flow rate of raw water in the first flocculation area 10A is relatively fast, suspended matters and coagulants in raw water are easy to mix thoroughly, a large number of small-volume alum flowers are favorable to be formed, then enter the second flocculation area 10B, and the large-volume alum flowers formed by mutual contact adsorption between the small-volume alum flowers are not easy to be scattered, and then the large-volume alum flowers are easy to be destroyed when entering the third flocculation area 10C, so that the large-volume alum flowers are not easy to form and the sedimentation forms are guaranteed. In summary, by controlling the water flow velocity in the three flocculation areas, a velocity gradient is formed, so that the alum blossom has a process of changing from small to large and then forming to larger, thereby being beneficial to the growth of the alum blossom and improving the flocculation effect. In addition, in the flocculation process of the three flocculation areas, part of alum can be settled at the bottom of each flocculation area.
In a specific embodiment, the first flocculation area 10A, the second flocculation area 10B and the third flocculation area 10C are formed by a plurality of partition boards fixedly connected in the coagulation tank 10, so that the three flocculation areas can be separated independently, the first flocculation area 10A and the second flocculation area 10B can be communicated only through the first flow channel 11, and the second flocculation area 10B and the third flocculation area 10C can be communicated only through the second flow channel 12.
In addition, a first inclined guide plate 14 is arranged at the bottom of the water containing cavity of the first flocculation area 10A, a first sludge discharge opening 15 is arranged at the lower end of the first inclined guide plate 14 at the bottom of the first flocculation area 10A, and the first sludge discharge opening 15 is communicated with the outside of the coagulation box 10 through a pipeline. In use, alum flowers settled at the bottom of the first flocculation zone 10A will slide downwards under the guiding action of the first inclined guide plate 14 and then enter the first sludge discharge port 15, so that settled alum flowers are discharged to the outside of the coagulation box 10. Similarly, a second inclined guide plate 16 is arranged at the bottom of the water containing cavity of the second flocculation area 10B, a second sludge discharge port 17 is arranged at the lower end of the second inclined guide plate 16 at the bottom of the second flocculation area 10B, a third inclined guide plate 18 is arranged at the bottom of the water containing cavity of the third flocculation area 10C, and a third sludge discharge port 19 is arranged at the lower end of the third inclined guide plate 18 at the bottom of the third flocculation area 10C.
Further, a plurality of star-shaped fins 101 are fixedly arranged in each of the first flocculation zone 10A, the second flocculation zone 10B and the third flocculation zone 10C, and each star-shaped fin 101 comprises three baffle plates which are connected with each other. In this embodiment, three planetary fins 101 are disposed in any one of the first flocculation zone 10A, the second flocculation zone 10B and the third flocculation zone 10C from bottom to top, each row includes a plurality of equidistant distributed star fins 101, when raw water flows through two adjacent star fins 101 from bottom to top in use, water flow forms local vortex around the star fins 101, and the flow passage section difference between the star fins 101 is utilized to promote each local mixing more thoroughly, thereby further promoting the formation and growth of alum flowers.
The top of the third flocculation area 10C in the coagulation tank 10 is also provided with a sedimentation area 102, the raw water after three times flocculation enters the sedimentation area 102 through the top of the third flocculation area 10C, and the sedimentation area 102 is used for further sedimentation of impurities in the raw water after flocculation. In this embodiment, the sedimentation area 102 is provided with a chute separator, the chute separator has a plurality of closely arranged inclined channels, and when water flows through the chute separator from bottom to top, tiny particles in the water can collide with the channel walls of the inclined channels, so as to promote fusion among the tiny particles, and facilitate further purification of the water. In addition, a fourth sludge discharge port 103 is provided at the bottom of the settling zone 102 for collecting impurities separated by the inclined tube separator.
In the present embodiment, the top of the coagulation tank 10 is provided with a filtration water distribution tank 30, a water distribution pipe 31 is installed at the bottom of the filtration water distribution tank 30, and a water distribution valve 311 is installed on the water distribution pipe 31. In use, water flowing through the sedimentation zone 102 enters the filter distribution box 30 and then flows into the filter box 20 via the distribution pipe 31, thereby trapping and removing lighter than water particles in the water. During the filtering operation, the water distribution valve 311 is in a normally open state.
The middle part of the filter box 20 is provided with a filter material 21, the filter material 21 divides the inner cavity of the filter box 20 into an upper cavity 201 and a lower cavity 202, a branch pipe 32 is communicated with the water distribution pipe 31, and one end of the branch pipe 32 extends into the upper cavity 201 and is communicated with the upper cavity 201. In use, water flows into the branch pipe 32 via the water distribution pipe 31 and then into the filter box 20, and at this time, the water passes through the filter material 21 from top to bottom and then enters the lower cavity 202, so that the water is filtered under the action of the filter material 21. Further, a water outlet 203 communicating with the lower cavity 202 is connected to the bottom of the filter tank 20, and the filtered water finally flows out from the water outlet 203. In this embodiment, the filter 21 is a quartz sand filter.
After long-term use, the use effect of the filter material 21 is affected due to the adhesion of excessive impurities, so the utility model also provides a backwashing mode for backwashing the filter material 21.
Specifically, the branch pipe 32 is communicated with a backwash drain pipe 33, the backwash drain pipe 33 is provided with a backwash drain valve 331, the backwash drain valve 331 is opened only during backwash operation, the side wall of the filter tank 20 is provided with an air inlet 34 communicated with the lower cavity 202, the top of the filter tank 20 is provided with a backwash water tank 35, and a communicating pipe 36 is communicated between the backwash water tank 35 and the lower cavity 202. When the filter material 21 is backwashed, the water distribution valve 311 is closed, the backwashed drain valve 331 is opened, at this time, high-pressure gas is injected into the lower cavity 202 through the air inlet 34, the high-pressure gas passes through the filter material 21 from bottom to top, so that impurities in the filter material 21 are blown to the upper surface position of the filter material 21, then the valve on the communicating pipe 36 is opened, the air inlet 34 is closed, clear water in the backwashed water tank 35 flows into the lower cavity 202 through the communicating pipe 36, then passes through the filter material 21 upwards and enters the branch pipe 32, in the process, the clear water can carry out impurities at the upper surface position of the filter material 21, and finally the impurities are discharged through the backwashed drain pipe 33, so that the backwashed process of the filter material 21 is realized.
While the foregoing is directed to the preferred embodiment of the present utility model, other and further embodiments of the utility model may be devised without departing from the basic scope thereof, and the scope thereof is determined by the claims that follow. The technical scope of the present utility model is not limited to the description, but must be determined according to the scope of claims.
Claims (9)
1. A coagulation box, characterized in that: the utility model discloses a coagulation box, including first flocculation area, second flocculation area and third flocculation area, the flocculation area is located the first flocculation area's one side, the third flocculation area is located the second flocculation area reaches the top of first flocculation area, the top of first flocculation area with the bottom of second flocculation area is through first flow passage intercommunication, the top of second flocculation area with the bottom of third flocculation area is through second flow passage intercommunication, the water inlet has been seted up to the bottom of first flocculation area, all fixed a plurality of star-shaped fins that are provided with in first flocculation area, second flocculation area and the third flocculation area, the flow cross street area of first flocculation area, second flocculation area and third flocculation area increases in proper order.
2. The coagulation tank of claim 1, wherein: the first flocculation area, the second flocculation area and the third flocculation area are formed by a plurality of partition boards which are fixedly connected in the coagulation box in a separated mode, and the first flocculation area, the second flocculation area and the third flocculation area are mutually independent.
3. The coagulation tank of claim 1, wherein: the bottom of first flocculation zone is provided with first mud mouth, the bottom of second flocculation zone is provided with the second mud mouth, the bottom of third flocculation zone is provided with the third mud mouth.
4. A coagulation tank as claimed in claim 3, wherein: the bottom of first flocculation zone is equipped with first slope baffle, first mud mouth is located the low level end of first slope baffle, the bottom of second flocculation zone is equipped with the second slope baffle, the second mud mouth is located the low level end of second slope baffle, the bottom of third flocculation zone is equipped with the third slope baffle, the third mud mouth is located the low level end of third slope baffle.
5. The coagulation tank of claim 1, wherein: any one of the first flocculation area, the second flocculation area and the third flocculation area is internally provided with three planetary fins from bottom to top, and each row comprises a plurality of star fins distributed at equal intervals.
6. The coagulation tank of claim 1, wherein: the coagulation tank is internally provided with a sedimentation zone at the top of the third flocculation zone, and an inclined tube separator is arranged in the sedimentation zone.
7. An integrated water purification device which is characterized in that: the integrated water purifying device comprises the coagulation tank as claimed in any one of claims 1 to 6, and further comprises a filter tank, wherein a filtering water distribution tank is arranged at the top of the coagulation tank, a water distribution pipe is arranged at the bottom of the filtering water distribution tank, a water distribution valve is arranged on the water distribution pipe, and the water distribution pipe is communicated with the filter tank.
8. The integrated water purification apparatus of claim 7, wherein: the middle part of rose box is provided with the filter material, the filter material will the inner chamber of rose box is separated into cavity and lower cavity, the intercommunication has the branch pipe on the water distribution pipe, the one end of branch pipe stretches into in the cavity of going up, be connected with on the rose box with the delivery port of cavity intercommunication down.
9. The integrated water purification apparatus of claim 8, wherein: the water filter is characterized in that a backwash drain pipe is communicated with the branch pipe, a backwash drain valve is arranged on the backwash drain pipe, an air inlet communicated with the lower cavity is arranged on the side wall of the filter box, a backwash water tank is arranged at the top of the filter box, and a communicating pipe is communicated between the backwash water tank and the lower cavity.
Priority Applications (1)
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CN202320894986.6U CN219839543U (en) | 2023-04-20 | 2023-04-20 | Coagulation box and integrated water purifying device |
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CN202320894986.6U CN219839543U (en) | 2023-04-20 | 2023-04-20 | Coagulation box and integrated water purifying device |
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Publication Number | Publication Date |
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CN219839543U true CN219839543U (en) | 2023-10-17 |
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CN202320894986.6U Active CN219839543U (en) | 2023-04-20 | 2023-04-20 | Coagulation box and integrated water purifying device |
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