Efficient flocculent precipitation device

The high-efficiency flocculation sedimentation device addresses space and piping complexity issues by integrating upper and lower layer structures with baffles and brushes, enhancing flocculation and sedimentation efficiency and reducing costs.

CN222293743UActive Publication Date: 2025-01-03POWERCHINA HUADONG ENG CORP LTD
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Patent Information

Application Number
CN202420911505.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-28
Publication Date
2025-01-03
Estimated Expiration
2034-04-28

AI Technical Summary

Technical Problem

Coagulation sedimentation tanks in water treatment occupy large areas and have complex piping structures, complicating the process and increasing installation costs.

Method used

A high-efficiency flocculation sedimentation device is designed with a flocculation sedimentation tank at the upper layer and a clear water tank at the lower layer, incorporating baffles and brushes for efficient flocculation and sedimentation, along with simplified piping for sludge and clean water management.

Benefits of technology

The device optimizes space usage, simplifies piping, reduces installation costs, and enhances cleaning efficiency while improving flocculation and sedimentation performance.

✦ Generated by Eureka AI based on patent content.

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    Figure CN222293743U_ABST
Patent Text Reader

Abstract

The utility model discloses an efficient flocculent precipitation device which comprises a water treatment building body and a filter tank, the water treatment building body comprises a flocculation sedimentation tank and a clean water tank; the flocculation sedimentation tank comprises a raw water inlet pipe, a water inlet area, a flocculation area, a sedimentation area, a water collection area and a water collection main pipe; a raw water inlet pipe is communicated to the water inlet area; a water baffle is arranged in the water inlet area; a plurality of perforated finger-shaped water collecting tanks and a water collecting tank communicated to the perforated finger-shaped water collecting tanks are arranged in the water collecting area; two ends of the water collecting header pipe are respectively communicated with water inlet ends of the water collecting tank and the filter tank; the water outlet end of the filter tank is communicated with the clean water tank; the clean water tank comprises a buffer area, a staying area and a water outlet area; the buffer area is provided with a plurality of buffer walls which are arranged in a staggered mode and are perpendicular to the water inlet direction. The staying area is provided with a plurality of drainage walls which are arranged in a staggered mode and are parallel to the water inlet direction. The efficient flocculent precipitation device is small in occupied area, simple in pipeline structure, low in installation cost and more convenient to clean sludge.
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Description

Technical Field

[0001] The utility model relates to a high-efficiency flocculation sedimentation device. Background Art

[0002] The coagulation sedimentation tank is a type of sedimentation tank in water supply and drainage. The coagulation process is the most basic and extremely important treatment process in the treatment of industrial water and domestic sewage. By adding some agents (usually called coagulants and coagulants) to the water, the particles that are difficult to precipitate in the water can aggregate with each other to form colloids, and then combine with impurities in the water to form larger flocs. Flocs have strong adsorption capacity and can not only adsorb suspended matter, but also some bacteria and soluble substances. Through adsorption, the flocs increase in volume and sink.

[0003] The coagulation sedimentation tank and clear water tank of the water treatment structure are constructed separately, occupying a large area and the process treatment pipelines are relatively complicated. Utility Model Content

[0004] The utility model provides a high-efficiency flocculation sedimentation device to solve the above-mentioned technical problems, and specifically adopts the following technical solutions:

[0005] A high-efficiency flocculation sedimentation device comprises: a water treatment structure and a filtering tank; the water treatment structure comprises: a flocculation sedimentation tank arranged at an upper layer and a clear water tank arranged at a lower layer; the flocculation sedimentation tank comprises: a raw water inlet pipe, a water inlet area for inputting raw water, a flocculation area for adding flocculants to flocculate the raw water, a sedimentation area for sedimenting the raw water after flocculation, a water collection area for collecting the raw water after sedimentation and a water collection main pipe; the raw water inlet pipe is connected to the water inlet area; a water baffle for buffering the kinetic energy of the raw water entering is arranged in the water inlet area; the water inlet area is connected to the flocculation area and a grid for filtering is arranged between the water inlet area and the flocculation area; the flocculation area is connected to the sedimentation area through a water outlet perforated flower wall The sedimentation area is connected to the water collection area; the water collection area is provided with a plurality of perforated finger-type water collection tanks and a water collection pool connected to the plurality of perforated finger-type water collection tanks; the two ends of the water collection main pipe are respectively connected to the water inlet ends of the water collection pool and the filter pool; the water outlet end of the filter pool is connected to the clean water pool; the clean water pool includes: a buffer zone for buffering clean water, a retention zone for water inflow retention and an outlet zone for outputting clean water from the inside; the buffer zone is provided with a plurality of buffer walls arranged in an interlaced manner and arranged perpendicularly to the water inflow direction; the retention zone is provided with a plurality of drainage walls arranged in an interlaced manner and arranged parallel to the water inflow direction; a water collection pit is provided at the bottom of the water outlet zone; the water collection pit is connected to an external water supply pump room through a clean water outlet pipe for supplying municipal water.

[0006] Furthermore, in the flocculation area, along the water inlet direction of the water flow, there are sequentially provided with a different-direction flow baffle group for guiding the water flow to flow in different directions in the horizontal direction, a same-direction flow baffle group for guiding the water flow to flow in a stable flow direction in the horizontal direction, and a vertical flow baffle group for guiding the water flow to flow up and down in the vertical direction; a brush for flocculating and filtering the raw water is provided on one side of the vertical flow baffle of the vertical flow baffle group.

[0007] Furthermore, the perforated finger-type water collection trough is installed above the water collection area through support support.

[0008] Furthermore, sludge discharge pipes are arranged at the bottom of the water inlet area and the flocculation area for discharging the sludge settled to the bottom; sludge main channels for discharging sludge are arranged on both sides of the flocculation sedimentation tank; both ends of the sludge discharge pipe are respectively connected to the sludge main channels on both sides; a sludge collecting pit is arranged at the end of the sludge main channel; and a sludge discharge pipe is arranged at the water outlet of the sludge collecting pit.

[0009] Furthermore, a raw water drain pipe for draining the raw water in the sedimentation tank is provided at the bottom of the sedimentation area; the outlet of the raw water drain pipe is connected to the sludge main channel.

[0010] Furthermore, a truss-type siphon mud machine for cleaning the sludge at the bottom of the sedimentation area is installed above the sedimentation area.

[0011] Further, the sump is connected to an external wet well through a clean water drain pipe to drain the clean water tank when cleaning the clean water tank.

[0012] Furthermore, the water outlet area is also provided with a clean water overflow pipe at a preset position on the upper side thereof for regulating the water level in the clean water tank.

[0013] Furthermore, mud drainage channels are provided on both sides of the clear water tank; and a clear water tank mud drainage pipe connected to the mud drainage channel is provided at the bottom of the clear water tank for discharging sludge at the bottom of the clear water tank into the mud drainage channel.

[0014] Furthermore, the high-efficiency flocculation sedimentation device is provided with two clear water tanks; the two clear water tanks are symmetrically distributed.

[0015] The utility model is beneficial in that it provides a high-efficiency flocculation sedimentation device that effectively saves floor space and simplifies the piping structure by designing the flocculation sedimentation tank and the clear water tank as upper and lower layer structures, thereby optimizing the sediment processing operation, reducing installation costs, and improving the cleaning efficiency of the overall device. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.

[0017] Figure 1 It is a cross-sectional view of a high-efficiency flocculation sedimentation device of the utility model;

[0018] Figure 2 yes Figure 1 A schematic diagram of a flocculation sedimentation tank of a high-efficiency flocculation sedimentation device;

[0019] Figure 3 yes Figure 1 A schematic diagram of a clear water tank of a high-efficiency flocculation sedimentation device;

[0020] Filter tank (not shown), flocculation sedimentation tank 10, raw water inlet pipe 101, water inlet area 102, water baffle 103, flocculation area 104, different flow baffle group 105, same flow baffle group 106, vertical flow baffle group 107, brush 108, sedimentation area 109, water collection area 110, perforated finger-shaped water collection tank 111, support 112, water collection tank 112, water collection main pipe 114, grid 115, water perforated flower wall 116, mud discharge pipe 117, Sludge main channel 118, sludge collecting pit 119, sludge discharge pipe 120, raw water drain pipe 121, truss type siphon sludge machine 122, clean water tank 20, buffer zone 201, buffer wall 202, retention zone 203, drainage wall 204, water outlet zone 205, sludge collecting pit 206, clean water outlet pipe 207, clean water drain pipe 208, clean water overflow pipe 209, sludge discharge channel 210, clean water tank sludge discharge pipe 211, wet well 30, inspection well 40, cover plate 50. DETAILED DESCRIPTION

[0021] The embodiments of the present application are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are intended to be used to explain the present application, and should not be construed as limiting the present application.

[0022] like Figures 1 to 3As shown, a high-efficiency flocculation sedimentation device of the present application includes: a water treatment structure and a filter tank, wherein the water treatment structure includes: a flocculation sedimentation tank 10 arranged at the upper layer and a clean water tank 20 arranged at the lower layer. In this way, by designing the flocculation sedimentation tank 10 and the clean water tank 20 as a structure structure of upper and lower layers, the floor space is effectively saved, the pipeline structure is simplified, and the treatment operation of the sediment can be optimized, the installation cost is reduced, and the cleaning efficiency of the overall device is improved. Specifically:

[0023] The flocculation sedimentation tank 10 includes: a raw water inlet pipe 101, an inlet area 102 for inputting raw water, a flocculation area 104 for adding flocculants to flocculate the raw water, a sedimentation area 109 for sedimenting the flocculated raw water, a water collection area 110 for collecting the precipitated raw water, and a water collection main pipe 114. During installation, the raw water inlet pipe 101 is connected to the inlet area 102, the inlet area 102 is connected to the flocculation area 104, and a grid 115 is provided between the inlet area 102 and the flocculation area 104 for filtering. The flocculation area 104 is connected to the sedimentation area 109 through the outlet perforated flower wall 116, and the sedimentation area 109 is connected to the water collection area 110. The water collection area 110 is provided with a plurality of perforated finger-shaped water collection grooves 111 and a water collection pool 113 connected to the plurality of perforated finger-shaped water collection grooves 111. The water in the water collection area 110 is drained into the water collection pool 113 through the perforated finger-shaped water collection grooves 111. The two ends of the water collection main pipe 114 are respectively connected to the water collection pool 113 and the water inlet end of the filter pool, so that the water in the water collection pool 113 is transported to the filter pool for filtration. The water outlet end of the filter pool is connected to the clean water pool 20, and the filtered water is then transported to the clean water pool 20 through the clean water inlet pipe 212 for final static treatment. A water baffle 103 is provided in the water inlet area 102 to buffer the kinetic energy of the raw water entering, thereby facilitating the initial sludge precipitation of the raw water.

[0024] The clean water tank 20 includes: a buffer zone 201, a retention zone 203 and a water outlet zone 205. The buffer zone 201 is used to buffer the clean water, the retention zone 203 is used for the incoming water to stay and stand, and the water outlet zone 205 is used to output the internal clean water to the municipal water room. Specifically: the buffer zone 201 is provided with a plurality of buffer walls 202, which are staggered and arranged perpendicular to the water inlet direction, so as to effectively buffer the incoming clean water; the retention zone 203 is provided with a plurality of drainage walls 204, which are staggered and arranged parallel to the water inlet direction, so as to slowly drain and stand the incoming clean water. A sump 206 is provided at the bottom of the water outlet zone 205, and the sump 206 is connected to the external water pump room through a clean water outlet pipe 207 to supply municipal water.

[0025] like Figure 1As shown in , in the flocculation zone 104, a counter-flow folding plate group 105, a unidirectional flow folding plate group 106 and a vertical flow folding plate group 107 are sequentially arranged along the water inlet direction of the water flow. The counter-flow folding plate group 105 can guide the water flow to flow in different directions in the horizontal direction to improve the flocculation efficiency. The unidirectional flow folding plate group 106 can guide the water flow to flow in a stable flow direction in the horizontal direction to stabilize the water flow. The vertical flow folding plate group 107 can guide the water flow to flow up and down in the vertical direction to improve the flocculation and filtration stroke. A brush 108 is arranged on one side of the vertical flow folding plate of the vertical flow folding plate group 107 for flocculating and filtering the raw water. The above scheme can effectively improve the flocculation and sedimentation effect and improve the treatment efficiency of the raw water.

[0026] Specifically, the raw water enters the flocculation sedimentation tank 10 from the raw water inlet pipe 101, and enters the flocculation zone 104, the sedimentation zone 109 and the water collection zone 110 in sequence. When entering the flocculation zone 104, the raw water first enters the counterflow folding plate group 105, and the raw water flow passing through the counterflow folding plate group 105 fully forms a turbulent flow state, so that the turbulent flow state of the water is fully in contact with the added PAM coagulant to form small alum flowers, and the small alum flowers collide with each other and condense in the process of passing through different folding plates to form large alum flowers. After the raw water carrying the large alum flowers flows through the co-flow folding plate group 106 and the vertical flow folding plate group 107, the flow rate gradually stabilizes, and then enters the sedimentation zone 109. As the raw water flows in the sedimentation area 109, the sludge and suspended solids gradually settle to the bottom of the sedimentation area 109. The raw water after sedimentation and separation enters the water collection area 110. The water in the water collection area 110 enters the water collection tank 113 through the perforated finger-shaped water collection tank 111. The water in the water collection tank 113 enters the filter tank (not shown in the figure) through the water collection main pipe 114. The water treated in the filter tank enters the clean water tank 20, and then passes through the buffer zone 201, the retention zone 203 and the water outlet zone 205 in sequence. Finally, the clean water is transported to the water delivery pump room through the clean water outlet pipe 207.

[0027] As a specific implementation, the perforated finger-shaped water collection trough 111 is supported and installed above the water collection area 110 by supporting pillars 112, so as to transport the clean water above the clean water tank 20 and ensure the quality of the transported water.

[0028] As a specific implementation, a sludge discharge pipe 117 is arranged at the bottom of the water inlet area 102 and the flocculation area 104 to discharge the sludge settled at the bottom, and a sludge main channel 118 is arranged on both sides of the flocculation sedimentation tank 10 to discharge the sludge, and the two ends of the sludge discharge pipe 117 are respectively connected to the sludge main channels 118 on both sides, so that the sludge in the water inlet area 102 and the flocculation area 104 is discharged into the sludge main channels 118 on both sides. A sludge collection pit 119 is arranged at the end of the sludge collection pit 119, and a sludge discharge pipe 120 is arranged at the water outlet of the sludge collection pit 119 to clean and discharge the sludge in the sludge collection pit 119.

[0029] As a specific implementation, a raw water drain pipe 121 is provided at the bottom of the sedimentation area 109 to drain the raw water in the sedimentation tank, and the outlet of the raw water drain pipe 121 is connected to the sludge main channel 118, so that when the raw water is drained, the sludge brought out is also collected in the sludge main channel 118 for cleaning. A truss-type siphon mud machine 122 is set above the sedimentation area 109. After the raw water in the sedimentation area 109 is controlled, the sludge at the bottom of the sedimentation area 109 is cleaned by the truss-type siphon mud machine 122.

[0030] The above-mentioned solution designs the flocculation sedimentation tank 10 and the clean water tank 20 as a structure of upper and lower layers, which simplifies the sludge cleaning pipeline, thereby realizing centralized and efficient cleaning of the sludge.

[0031] As a specific implementation, the sump 206 is connected to the external wet well 30 through the clean water drain pipe 208, so that it is convenient to empty the clean water tank 20 when cleaning the clean water tank 20. Mud discharge channels 210 are provided on both sides of the clean water tank 20, and a clean water tank mud discharge pipe 211 is provided at the bottom of the clean water tank 20. The clean water tank mud discharge pipe 211 is connected to the mud discharge channel 210 to discharge the sludge at the bottom of the clean water tank 20 into the mud discharge channel 210, thereby cleaning the sludge in the clean water tank 20.

[0032] As a specific implementation, the water outlet area 205 is further provided with a clean water overflow pipe 209 at a preset position on its upper side. The clean water overflow pipe 209 can be used to adjust the water level in the clean water tank 20. When the water level in the water outlet area 205 exceeds the overflow water level, the clean water overflows from the clean water overflow pipe 209 and enters the wet well 30.

[0033] As a specific implementation, the high-efficiency flocculation sedimentation device is provided with two clear water tanks 20, and the two clear water tanks 20 are symmetrically distributed, thereby improving the water treatment efficiency.

[0034] A maintenance well 40 is provided at one side of the clear water tank 20, and a maintenance entrance is provided in the maintenance well 40, so as to facilitate daily maintenance of the high-efficiency flocculation sedimentation device.

[0035] A cover plate 50 is provided above the flocculation zone 104 of the flocculation sedimentation tank 10 .

[0036] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the above embodiments do not limit the utility model in any form, and any technical solution obtained by equivalent replacement or equivalent transformation falls within the protection scope of the utility model.

Claims

1. A high-efficiency flocculation sedimentation device, characterized in that: include: Water treatment structures and filtration tanks; The water treatment structure comprises: a flocculation sedimentation tank arranged at the upper layer and a clear water tank arranged at the lower layer; The flocculation sedimentation tank comprises: a raw water inlet pipe, a water inlet area for inputting raw water, a flocculation area for adding flocculants to flocculate the raw water, a sedimentation area for sedimenting the flocculated raw water, a water collection area for collecting the precipitated raw water, and a water collection main pipe; The raw water inlet pipe is connected to the water inlet area; The water inlet area is provided with a water baffle for buffering the kinetic energy of the incoming raw water; The water inlet area is connected to the flocculation area and a mesh for filtering is provided between the water inlet area and the flocculation area; The flocculation zone is connected to the sedimentation zone through a water outlet perforated wall; The sedimentation area is connected to the water collection area; The water collection area is provided with a plurality of perforated finger-shaped water collection grooves and a water collection pool connected to the plurality of perforated finger-shaped water collection grooves; The two ends of the water collecting main pipe are respectively connected to the water inlet ends of the water collecting pool and the filter pool; The water outlet of the filter tank is connected to the clean water tank; The clean water tank includes: a buffer zone for buffering clean water, a retention zone for the incoming water to stay, and a water outlet zone for outputting the internal clean water; The buffer zone is provided with a plurality of buffer walls which are arranged in a staggered manner and are arranged perpendicular to the water inlet direction; The retention area is provided with a plurality of drainage walls arranged in a staggered manner and arranged parallel to the water inlet direction; A sump is provided at the bottom of the water outlet area; The sump is connected to an external water pump house through a clean water outlet pipe to supply municipal water.

2. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The flocculation zone is provided with a group of different-direction baffles for guiding the water flow to flow in different directions in the horizontal direction, a group of same-direction baffles for guiding the water flow to flow in a stable direction in the horizontal direction, and a group of vertical baffles for guiding the water flow to flow up and down in the vertical direction in sequence along the water inlet direction of the water flow; A brush for flocculating and filtering raw water is provided on one side of the vertical flow baffle of the vertical flow baffle group.

3. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The perforated finger-type water collection trough is installed above the water collection area through support support.

4. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The bottom of the water inlet area and the flocculation area is provided with a sludge discharge pipe for discharging the sludge settled to the bottom; Both sides of the flocculation sedimentation tank are provided with sludge main channels for discharging sludge; The two ends of the sludge discharge pipe are respectively connected to the sludge main channels on both sides; A sludge collection pit is provided at the end of the sludge main channel; A sludge discharge pipe is provided at the water outlet of the sludge collecting pit.

5. The high-efficiency flocculation sedimentation device according to claim 4, characterized in that: A raw water drain pipe for draining the raw water in the sedimentation tank is provided at the bottom of the sedimentation area; The water outlet of the raw water discharge pipe is connected to the sludge main channel.

6. The high-efficiency flocculation sedimentation device according to claim 5, characterized in that: A truss-type siphon mud machine for cleaning the sludge at the bottom of the sedimentation area is arranged above the sedimentation area.

7. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The sump is connected to an external wet well through a clean water drain pipe to drain the clean water tank when the clean water tank is cleaned.

8. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The water outlet area is also provided with a clean water overflow pipe at a preset position on the upper side thereof for regulating the water level in the clean water tank.

9. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: Mud drainage channels are provided on both sides of the clear water tank; A clear water tank mud discharge pipe connected to the mud discharge channel is provided at the bottom of the clear water tank for discharging the mud at the bottom of the clear water tank into the mud discharge channel.

10. The high-efficiency flocculation sedimentation device according to claim 1, characterized in that: The high-efficiency flocculation sedimentation device is provided with two clear water tanks; The two clear water tanks are distributed symmetrically.