CN212559686U - Precipitation and filtration integrated water purifying device - Google Patents

Abstract

The utility model discloses a deposit and filter integration purifier realizes that treatment effeciency is high, simple structure, area are little, remove effects such as convenient operation to satisfy the purpose of emergency water treatment equipment demand. The structure of the sludge bucket comprises a sludge bucket, a support and a bucket body, wherein the sludge bucket is arranged on the support, the top of the sludge bucket is provided with the bucket body, a bottom plate is arranged in the bucket body, filter filler is filled above the bottom plate in the bucket body, the bottom plate is provided with a plurality of drainage caps, the drainage caps are communicated with the space above and below the bottom plate, a water outlet structure is arranged above the bottom plate in the bucket body and communicated with the space above the filter filler and the outside of the bucket body; a vertical middle pipe is arranged below the bottom plate in the barrel body, the lower end of the middle pipe extends into a sludge hopper, a flow baffle plate is arranged below an opening in the lower end of the middle pipe on the inner wall of the sludge hopper, and a water inlet pipe is arranged on one side of the middle pipe; the bottom of the sludge hopper is provided with a sludge discharge port.

Description

Precipitation and filtration integrated water purifying device

Technical Field

The utility model belongs to the water treatment facilities field, concretely relates to deposit and filter integration purifier is a high-efficient precipitation filtration equipment, is applicable to proruption high turbidity pollution water source water purification treatment, is particularly useful for the supporting device of magnetism loading coagulation technology.

Background

China is a country with multiple natural disasters, and in recent years, natural disasters such as earthquakes, typhoons, debris flows, torrential floods and the like frequently occur, so that great loss is caused to the economy of China, and the living environment and the living health of people are seriously threatened. When sudden natural disasters such as earthquakes, debris flows, mountain floods and the like occur, under the action of heavy rainfall, rainwater produces a strong scouring effect on loose material sources, so that a large amount of silt enters a water body, the turbidity of the water body is greatly increased in a very short time, the drinking water source is seriously polluted, and the safety of drinking water of people cannot be guaranteed. 6.5-level earthquakes occur in Ludian county of Yunnan province in 8 months in 2014, so that the turbidity of local underground water and tap water is increased, rescue workers can only soak the surface with muddy water and cook, and the fighting capacity of rescue troops is greatly influenced. In 2016, in 7 months in China, natural disasters such as flood and mountain torrents caused by the large-range continuous heavy rainfall process cause pollution of most water sources to different degrees, and the health of people suffering from disasters is seriously damaged. No. 18 typhoon in 2018 causes extra-large rainstorm in coastal areas of China, a disaster causes 1800.4 thousands of people in 228 counties and 46 cities in 8 provinces, and the safety of drinking water during the disaster cannot be guaranteed. In addition, for modern military, the operation unit should have self-sufficient capability, and the drinking water of the operation army and the supply of the infusion water of the medical team are an important content of the logistics support of the modern army under the field operation condition.

The magnetic loading coagulation technology is characterized in that a magnetic substance is added into water, colloid suspended particles, magnetic powder and a coagulant in the water are fully contacted, collided and combined to form magnetic floccules, and the magnetic floccules are rapidly settled by utilizing the characteristic of high density of the magnetic powder particles, so that the purpose of removing pollutants is achieved. Compared with the traditional coagulating sedimentation, the magnetic loading coagulating technology has the advantages of large processing capacity, high efficiency, small occupied area, safe, stable and reliable effluent quality and the like, and has wide application prospect in the field of emergency drinking water treatment, but an integrated precipitation filtration water purification device matched based on the technology is not disclosed.

At present, in a process for treating high-turbidity raw water, the high-turbidity raw water is generally treated by coagulation reaction, then is subjected to mud-water precipitation separation in a sedimentation tank, and is filtered to complete water purification treatment. On the one hand, the sedimentation tank has multiple structural style, and wherein, vertical sedimentation tank area is little, and precipitation efficiency is high, but current vertical sedimentation tank surface hydraulic load is less, and the effect of precipitating is unstable when hydraulic load is too big, stirs the mud that has already deposiing the completion easily and leads to the effluent turbidity high, consequently, through improving the structure of vertical sedimentation tank, improves vertical sedimentation tank's operating stability and treatment effeciency and has urgent technical requirement. On the other hand, the filter device has important relation with the selection of filter materials and the filtering mode, the existing commonly used filter materials comprise quartz sand, anthracite and the like, and the filter devices have the defects of low porosity, small specific surface area, poor performance of adsorbing colloid impurities in water, limited capability of intercepting the impurities in the water and low water yield, so the selection of the filter materials and the optimization of the filtering mode have very important influence on the filtering process. At present, a sedimentation tank and a filtering tank in common high-turbidity emergency drinking water treatment equipment in the market are basically split, the equipment cost is high, the occupied area is large, the treatment efficiency is not high, the movement is not flexible, and the emergency water treatment equipment is not suitable for the field of emergency water treatment of sudden natural disasters.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to overcome the defect and not enough that the aforesaid mentioned, provide a deposit and filter integration purifier, realize that treatment effeciency is high, simple structure, area are little, remove effects such as convenient operation to satisfy the purpose of emergency water treatment equipment demand.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model discloses a precipitation filtration integration purifier, including sludge bucket, support and staving, the sludge bucket is installed on the support, and the sludge bucket top sets up the staving, be equipped with the bottom plate in the staving, the staving is inside to be filled with above the bottom plate and to filter the filler, be equipped with a plurality of drain caps on the bottom plate, drain cap intercommunication bottom plate space from top to bottom, staving inside is equipped with out the water structure above the bottom plate, it communicates filter filler top space and staving outside to go out the water structure; a vertical middle pipe is arranged below the bottom plate in the barrel body, the lower end of the middle pipe extends into a sludge hopper, a flow baffle plate is arranged below an opening in the lower end of the middle pipe on the inner wall of the sludge hopper, and a water inlet pipe is arranged on one side of the middle pipe; the bottom of the sludge hopper is provided with a sludge discharge port.

Preferably, the top surface structure of the flow baffle is a conical structure, and a central axis of the conical structure is coaxial with a central axis of the middle pipe.

Preferably, a sludge baffle is arranged between the edge of the flow baffle plate and the inner wall of the sludge hopper.

Preferably, the water outlet structure comprises a water distributor, water distribution pipes, a communicating pipe and a water outlet pipe, the water distribution pipes are uniformly arranged above the filtering filler, each water distribution pipe is connected to the communicating pipe through the water distributor, the water outlet pipe is connected with the communicating pipe, the outer end of the water inlet pipe is exposed out of the barrel body to form a water inlet, and the inner end of the water inlet pipe penetrates through the middle pipe to form a water outlet of the water inlet pipe.

Preferably, a plurality of water spraying openings are formed along the bottom of the water distribution pipe, and the water spraying openings of the water distribution pipes face to the same side.

Preferably, the specific gravity of the filter filler is lighter than that of water.

Preferably, the filtering filler is polystyrene foam filtering beads, the particle size is 1-2 mm, and the height of the filtering layer is 300-500 mm.

Preferably, the top of the barrel body is provided with a flange manhole for maintenance, and the barrel body is provided with a top cover at the flange manhole.

The water treatment device is used for matching with magnetic loading flocculation and is used for separating and filtering sludge flocs and discharging supernatant. Compared with the prior art, the device has the following beneficial effects: high treatment efficiency, simple equipment structure, small occupied area, low investment cost and convenient movement and operation. The utility model discloses increased the filtering area on the basis of original vertical flow formula sedimentation tank, changed sedimentation tank inner structure for the efficiency of getting rid of suspended solid particle increases substantially, and surface load is ordinary coagulating sedimentation's 20 ~ 40 times. The utility model discloses collect deposit and filter in an organic whole, can realize the washing of blowdown, row's mud and filler in the operation, be fit for the reduction turbidity of various composition quality of water and handle.

Drawings

Fig. 1 is a sectional view of the precipitation and filtration integrated water purification device of the present invention.

Fig. 2 is a top view of the precipitation and filtration integrated water purification device of the present invention.

Fig. 3 is a top view of the water purifying device with integrated precipitation and filtration for removing the top cover.

Fig. 4 is a sectional view of the 1-1 surface of the precipitation and filtration integrated water purification device of the present invention.

Fig. 5 is a sectional view of 2-2 surfaces of the precipitation and filtration integrated water purification device of the present invention.

Fig. 6 is a sectional view of 3-3 surfaces of the precipitation and filtration integrated water purification device of the present invention.

The figure is marked with: 1. filtering the filler; 2. a drain cap; 3. a water inlet pipe; 4. a sludge hopper; 5. a support; 6. a flange manhole; 7. a water distributor; 8. a water distribution pipe; 9. a communicating pipe; 10. a water outlet pipe; 11. a base plate; 12. a barrel body; 13. an intermediate pipe; 14. a flow baffle plate; 15. a sludge baffle; 16. a sludge discharge port; 17. and a top cover.

Detailed Description

The invention is further described with reference to the accompanying drawings and the detailed description.

As shown in fig. 1 and 2, the utility model discloses a precipitation and filtration integrated purifier, including sludge bucket 4, support 5 and staving 12, sludge bucket 4 is installed on support 5, and sludge bucket 4 top sets up staving 12, be equipped with bottom plate 11 in staving 12, staving 12 is inside to be filled above bottom plate 11 and to have filtration filler 1.

As shown in fig. 1 and 5, a plurality of drainage caps 2 are arranged on the bottom plate 11, the drainage caps 2 are communicated with the space above and below the bottom plate 11, a water outlet structure is arranged above the bottom plate 11 in the barrel body 12, and the water outlet structure is communicated with the space above the filter filler 1 and the outside of the barrel body 12; a vertical middle pipe 13 is arranged below the bottom plate 11 in the barrel body 12, the lower end of the middle pipe 13 extends into the sludge hopper 4, a flow baffle plate 14 is arranged below the lower end opening of the middle pipe 13 on the inner wall of the sludge hopper 4, and a water inlet pipe 3 is arranged on one side of the middle pipe 13; the bottom of the sludge hopper 4 is provided with a sludge discharge port 16.

As shown in fig. 1 and 6, the top surface of the baffle plate 14 is a conical structure, and a central axis of the conical structure is coaxial with a central axis of the intermediate pipe 13. A sludge baffle 15 is arranged between the edge of the flow baffle 14 and the inner wall of the sludge hopper 4. The structure of the sludge baffle 15 is an annular conical surface structure arranged on the periphery of the flow baffle 14.

As shown in fig. 3 and 4, the water outlet structure includes water distributors 7, water distribution pipes 8, communicating pipes 9 and a water outlet pipe 10, the water distribution pipes 8 are uniformly arranged above the filter filler 1, each water distribution pipe 8 is connected to the communicating pipe 9 through the water distributor 7, the water outlet pipe 10 is connected to the communicating pipe 9, the outer end of the water inlet pipe 3 is exposed out of the barrel body 12 to form a water inlet, and the inner end of the water inlet pipe 3 is penetrated through the middle pipe 13 to form a water outlet of the water inlet pipe 3. A plurality of water spraying ports 801 are arranged along the bottom of the water distribution pipe 8, and the water spraying ports 801 of the water distribution pipes 8 face the same side. The water jet on the filter layer can push the filler to rotate on the filter layer when the backwashing pump is started, so that the backwashing process is completed.

The specific gravity of the filter packing 1 is lighter than that of water. The filtering filler 1 is polystyrene foam filtering beads, the particle size is 1-2 mm, and the height of the filtering layer is 300-500 mm.

The top of the barrel body 12 is provided with a flange manhole 6 for maintenance, and the top cover 17 is arranged at the flange manhole 6 of the barrel body 12.

The utility model relates to a deposit and filter integration purifier's work flow is: magnetic flocs formed after raw water is subjected to magnetic loading coagulation reaction enter the integrated device through the water inlet pipe 3, are distributed around the baffle plate 14 of the middle pipe 13 in a blocking manner, slowly flow upwards on the whole horizontal section, large flocs in sludge are extracted under the action of the baffle plate 14 for primary separation, suspended particles with the sedimentation speed larger than the water flow rising speed and larger magnetic flocs sink into the sludge hopper, and when the valve is opened, sludge in the sludge hopper 4 is discharged out of the device through the sludge discharge port 16. Smaller-particle flocs are firstly filtered by the drainage cap 2 and then adsorbed and intercepted under the action of the filter filler 1, clear water is discharged from a water outlet pipe of the filter layer under the filtering action of the filter layer, and small flocs stay in the filter layer filler 1, so that the whole purification process of precipitation and filtration of magnetic flocs is completed, and the turbidity of raw water is quickly removed.

When the sludge amount of the sludge hopper 4 reaches a certain amount, the sludge is separated again under the action of the sludge pump and is recycled to the magnetic coagulation system for magnetic loading coagulation reaction, after the reaction is finished, the sludge discharge valve is opened, and the sludge passes through the sludge discharge port 6 discharge device under the action of gravity and pressure.

After the device operates for a period of time, when the filtering effect of the filtering layer is reduced, and the pressure of the water inlet pump is increased, the cleaning water pump is manually or automatically started, backwashing water enters the device through the water outlet pipe, enters the water distributor 7 through the communicating pipe 9 and is uniformly distributed in the water distribution pipe 8 to clean the filler 1, and sludge on the filler 1 falls into the sludge hopper 4 and is discharged through the sludge discharge port 16. The control of the cleaning of the pad 1 can be manual or designed in an automatic manner.

Claims (8)

1. A precipitation and filtration integrated water purification device comprises a sludge hopper (4), a support (5) and a barrel body (12), wherein the sludge hopper (4) is installed on the support (5), the barrel body (12) is arranged at the top of the sludge hopper (4), and the precipitation and filtration integrated water purification device is characterized in that a bottom plate (11) is arranged in the barrel body (12), a filter filler (1) is filled above the bottom plate (11) in the barrel body (12), a plurality of drainage caps (2) are arranged on the bottom plate (11), the drainage caps (2) are communicated with the space above and below the bottom plate (11), a water outlet structure is arranged above the bottom plate (11) in the barrel body (12), and the water outlet structure is communicated with the space above the filter filler (1) and the outside of the; a vertical middle pipe (13) is arranged below the bottom plate (11) in the barrel body (12), the lower end of the middle pipe (13) extends into the sludge hopper (4), a flow baffle plate (14) is arranged below the lower end opening of the middle pipe (13) on the inner wall of the sludge hopper (4), and a water inlet pipe (3) is arranged on one side of the middle pipe (13); the bottom of the sludge hopper (4) is provided with a sludge discharge port (16).

2. A water purifying device with integrated functions of sedimentation and filtration as claimed in claim 1, wherein the top surface of the baffle plate (14) is of a conical structure, and the central axis of the conical structure is coaxial with the central axis of the intermediate pipe (13).

3. A sedimentation and filtration integrated water purification device according to claim 1 or 2, wherein a sludge baffle (15) is arranged between the edge of the flow baffle (14) and the inner wall of the sludge hopper (4).

4. The integrated water purifying device with precipitation and filtration functions as claimed in claim 1, wherein the water outlet structure comprises a water distributor (7), water distribution pipes (8), a communicating pipe (9) and a water outlet pipe (10), the water distribution pipes (8) are uniformly arranged above the filter filler (1), each water distribution pipe (8) is connected to the communicating pipe (9) through the water distributor (7), the water outlet pipe (10) is connected with the communicating pipe (9), the outer end of the water inlet pipe (3) is exposed out of the barrel body (12) to form a water inlet, and the inner end of the water inlet pipe (3) penetrates through the middle pipe (13) to form a water outlet of the water inlet pipe (3).

5. A precipitation and filtration integrated water purification device according to claim 4, wherein a plurality of water jet nozzles (801) are arranged along the bottom of the water distribution pipes (8), and the water jet nozzles (801) of each water distribution pipe (8) face the same side.

6. A precipitation-filtration integrated water purification apparatus as claimed in claim 1, wherein the specific gravity of the filter packing (1) is lighter than that of water.

7. The integrated water purifying device of claim 6, wherein the filter filler (1) is polystyrene foam filter beads with a particle size of 1-2 mm and a height of 300-500 mm.

8. A precipitation filtration integrated water purification device according to claim 1, wherein a flange manhole (6) for maintenance is provided on the top of the barrel body (12), and the top cover (17) is provided on the barrel body (12) at the flange manhole (6).

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