CN215712250U - High-concentration fine particle rapid precipitation device - Google Patents

High-concentration fine particle rapid precipitation device Download PDF

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CN215712250U
CN215712250U CN202121748890.6U CN202121748890U CN215712250U CN 215712250 U CN215712250 U CN 215712250U CN 202121748890 U CN202121748890 U CN 202121748890U CN 215712250 U CN215712250 U CN 215712250U
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inclined plate
plate sedimentation
tank
water tank
area
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CN202121748890.6U
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吉屹蕾
邱利祥
王立
甘博文
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CISDI Engineering Co Ltd
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CISDI Engineering Co Ltd
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Abstract

The utility model relates to a high-concentration fine particle rapid precipitation device, which belongs to the technical field of industrial water treatment and comprises a primary inclined plate precipitation zone, an intermediate water tank, a flocculation zone, a secondary inclined plate precipitation zone and a reuse water tank which are sequentially arranged along the flow direction of fluid; the upper part of the one-level inclined plate sedimentation area is provided with an overflow port of the one-level inclined plate sedimentation area communicated with the middle water tank, the upper part of the middle water tank is provided with an overflow port of the middle water tank communicated with the flocculation area, the upper part of the flocculation area is provided with an overflow port of the second-level inclined plate sedimentation area communicated with the reuse water tank, and the reuse water tank is provided with a water outlet. The utility model integrates a plurality of water treatment units into one water treatment device, has the characteristics of small occupied area and flexible movement, and solves the problems that the water treatment facilities in the prior art can not be moved flexibly, the construction period is long, the occupied area is large, the investment cost is high and the like.

Description

High-concentration fine particle rapid precipitation device
Technical Field
The utility model belongs to the technical field of industrial water treatment, and relates to a high-concentration fine particle rapid precipitation device.
Background
The steel can generate oxidation reaction with air in the hot forming process, a layer of iron scale is generated on the surface of the steel, and the iron scale can influence the next-stage rolling. In order to remove the oxide scale layer, the rolling process is usually treated by an acid washing or acid-washing-free mode, and the acid washing mode cannot avoid generating acid-containing wastewater and the influence of acid mist on the environment. In recent years, with the call for environmental protection, the pickling-free treatment process has attracted much attention. One suitable acid-washing-free treatment process is that mortar with certain pressure is thrown to the upper surface and the lower surface of a steel plate in an acid-washing-free treatment unit so as to achieve the purpose of removing iron oxide scales. The mortar used in the process flows into a steel sand pool at the lower part, wherein large-particle steel sand sinks into the steel sand pool, and water overflows to the next stage for treatment. The overflowed water slag contains a large amount of solid particles, the concentration of suspended matters is as high as more than 1200mg/L, and the water quality can not meet the requirement of circular production. The traditional circulating water treatment process is characterized in that an iron sheet ditch is built in a main plant and led out of the plant, and a plurality of communicated water treatment structures are built outside the plant for treatment, so that the treatment mode is more suitable for the process with large circulating water consumption. However, for a process with small water treatment amount or a project with local transformation and small water treatment load increment, because the civil structure is immovable, the civil construction time is long, and the water treatment facilities occupy large area, certain fund waste can be caused.
SUMMERY OF THE UTILITY MODEL
In view of the above, the present invention provides a high concentration fine particle rapid settling device to solve the problem that the water treatment facility in the prior art cannot be moved flexibly.
In order to achieve the purpose, the utility model provides the following technical scheme:
a high-concentration fine particle rapid precipitation device comprises a primary inclined plate precipitation zone, an intermediate water tank, a flocculation zone, a secondary inclined plate precipitation zone and a reuse water tank which are sequentially arranged along the flowing direction of fluid; the upper part of the one-level inclined plate sedimentation area is provided with an overflow port of the one-level inclined plate sedimentation area communicated with the middle water tank, the upper part of the middle water tank is provided with an overflow port of the middle water tank communicated with the flocculation area, the upper part of the flocculation area is provided with an overflow port of the second-level inclined plate sedimentation area communicated with the reuse water tank, and the reuse water tank is provided with a water outlet.
Optionally, the first-stage inclined plate sedimentation area, the middle water tank, the flocculation area, the second-stage inclined plate sedimentation area and the reuse water tank are arranged in sequence and side by side.
Optionally, the flocculation area includes one-level flocculation district and second grade flocculation district, one-level flocculation district with set up in middle water tank overflow mouth intercommunication on middle water tank upper portion, one-level flocculation district lower part be equipped with the one-level flocculation district delivery port of second grade flocculation district UNICOM, second grade flocculation district upper portion be equipped with the second grade flocculation district overflow mouth of second grade inclined plate sedimentation district intercommunication.
Optionally, the primary inclined plate sedimentation zone comprises a primary water distribution tank, a primary water distribution tracery wall and a primary inclined plate sedimentation tank, wherein the primary water distribution tank and the primary inclined plate sedimentation tank are sequentially arranged in the fluid flowing direction; the secondary inclined plate sedimentation zone comprises a secondary water distribution tank, a secondary water distribution tracery wall and a secondary inclined plate sedimentation tank, wherein the secondary water distribution tank and the secondary inclined plate sedimentation tank are sequentially arranged in the flowing direction of the fluid, and an inclined plate is arranged at the upper part of the secondary inclined plate sedimentation tank.
Optionally, the primary water distribution tank is positioned in the middle of the primary inclined plate sedimentation tank.
Optionally, the secondary water distribution tank is positioned at the end part of the secondary inclined plate sedimentation tank.
Optionally, the inclined plates of the first-stage inclined plate sedimentation zone and the second-stage inclined plate sedimentation zone are honeycomb inclined plates.
Optionally, the primary flocculation area and the secondary flocculation area are provided with variable speed stirring devices.
Optionally, the intermediate tank and the reuse tank are provided with a baffle.
Optionally, the bottoms of the first-stage inclined plate sedimentation zone, the middle water tank, the flocculation zone, the second-stage inclined plate sedimentation zone and the reuse water tank are conical and are provided with sludge discharge openings, and the middle water tank is provided with a water outlet.
The utility model has the beneficial effects that: the water treatment integration is realized, the water treatment integration can be flexibly moved, and the water treatment integration can be installed in a main plant and arranged near a pickling-free rolling unit, so that the arrangement engineering quantity of structures and pipelines of a concrete structure is greatly reduced, the floor area is further reduced, the requirement on the lift of a circulating water pump caused by water loss of the pipelines is lowered, and the one-time investment and the operation cost are reduced; the modular supply can be selected for water treatment of different scales, so that the civil construction time is greatly reduced, the project construction time is reduced, and the method is particularly suitable for the rolling line pickling-free new construction or rolling line pickling-free technical improvement of turbid circulating water with short construction implementation time, small water treatment amount and high turbidity.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model. The objectives and other advantages of the utility model may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
For the purposes of promoting a better understanding of the objects, aspects and advantages of the utility model, reference will now be made to the following detailed description taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a view from the direction A of FIG. 1;
FIG. 3 is a schematic view of a first level match wall of the present invention;
FIG. 4 is a schematic view of a two-stage match wall of the present invention.
Reference numerals: the device comprises a primary inclined plate sedimentation area 1, a primary water distribution tank 2, a primary water distribution tracery wall 3, an inclined plate 4, an intermediate water tank 5, a guide plate 6, a primary flocculation area 7, a secondary flocculation area 8, a secondary water distribution tank 9, a secondary water distribution tracery wall 10, a secondary inclined plate sedimentation area 11, a reuse water tank 12, a sludge discharge port 13, a variable speed stirring device 14 and a water outlet 15.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The utility model is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the utility model only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the utility model thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by terms such as "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not an indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes, and are not to be construed as limiting the present invention, and the specific meaning of the terms may be understood by those skilled in the art according to specific situations.
Referring to fig. 1 to 4, a high concentration fine particle rapid precipitation device comprises a primary inclined plate precipitation zone 1, an intermediate water tank 5, a flocculation zone, a secondary inclined plate precipitation zone 11 and a reuse water tank 12 which are sequentially arranged along the fluid flow direction; the upper portion of the one-level inclined plate sedimentation zone 1 is provided with an overflow port of the one-level inclined plate sedimentation zone communicated with the middle water tank 5, the upper portion of the middle water tank 5 is provided with an overflow port of the middle water tank communicated with the flocculation zone, the upper portion of the flocculation zone is provided with an overflow port of the second-level inclined plate sedimentation zone communicated with the reuse water tank 12, and the reuse water tank 12 is provided with a water outlet 15.
Preferably, the primary inclined plate sedimentation zone 1, the intermediate water tank 5, the flocculation zone, the secondary inclined plate sedimentation zone 11 and the reuse water tank 12 are arranged in sequence and side by side.
Preferably, the flocculation district includes one-level flocculation district 7 and second grade flocculation district 8, and one-level flocculation district 7 and the middle water tank overflow mouth intercommunication that sets up on middle water tank 5 upper portion, 7 lower parts in one-level flocculation district are equipped with the one-level flocculation district delivery port with 8 UNICOMs in second grade flocculation district, and 8 upper portions in second grade flocculation district are equipped with the second grade flocculation district overflow mouth with 11 intercommunications in second grade swash plate sedimentation district.
Preferably, the primary inclined plate sedimentation zone 1 comprises a primary water distribution tank 2, a primary water distribution tracery wall 3 and a primary inclined plate sedimentation tank, wherein the primary water distribution tank 2, the primary water distribution tracery wall 3 and the primary inclined plate sedimentation tank are sequentially arranged along the fluid flow direction; the secondary inclined plate sedimentation zone 11 comprises a secondary water distribution tank 9, a secondary water distribution tracery wall 10 and a secondary inclined plate sedimentation tank, wherein the secondary water distribution tank and the secondary inclined plate sedimentation tank are sequentially arranged in the flowing direction of the fluid, and an inclined plate 4 is arranged at the upper part of the secondary inclined plate sedimentation tank.
Preferably, the primary water distribution tank 2 is positioned in the middle of the primary inclined plate sedimentation tank.
Preferably, the secondary water distribution tank 9 is positioned at one end of the secondary inclined plate sedimentation tank.
Preferably, the inclined plates 4 of the primary inclined plate sedimentation area and the secondary inclined plate sedimentation area are honeycomb inclined plates.
Preferably, the primary flocculation zone 7 and the secondary flocculation zone 8 are provided with variable speed stirring devices 14.
Preferably, the intermediate tank 5 and the reuse tank 12 are provided with a baffle 6.
Preferably, the bottoms of the first-stage inclined plate sedimentation zone 1, the intermediate water tank 5, the first-stage flocculation zone 7, the second-stage flocculation zone 8, the second-stage inclined plate sedimentation zone 11 and the reuse water tank 12 are conical and are provided with sludge discharge openings 13, and the intermediate water tank 5 is provided with a water outlet 15.
The utility model is mainly applied to enterprises with the requirement of pickling-free circulating water treatment, adopts a continuous water outlet design, integrates a plurality of water treatment reaction units into one set of water treatment device, has the characteristics of small occupied area and flexible movement, and solves the problems that the water treatment facility in the prior art can not be moved flexibly, the construction period is long, the occupied area is large, the investment cost is high and the like. Modular supply is optional for water treatment of different sizes. The utility model can be used for pickling-free new rolling line or pickling-free technical improvement of the rolling line of the steel enterprise.
A high-concentration fine particle rapid precipitation device comprises a primary inclined plate precipitation zone 1, an intermediate water tank 5, a primary flocculation zone 7, a secondary flocculation zone 8, a secondary inclined plate precipitation zone 11 and a reuse water tank 12; wherein the primary inclined plate sedimentation zone 1 comprises a primary water distribution tank 2 arranged in the middle part thereof, a primary water distribution tracery wall 3 and a primary inclined plate sedimentation tank provided with an inclined plate 4 at the upper part thereof; the secondary inclined plate sedimentation zone 11 comprises a secondary water distribution tank 9 arranged at one end of the secondary inclined plate sedimentation zone, a secondary water distribution tracery wall 10 and a secondary inclined plate sedimentation tank with an inclined plate 4 arranged at the upper part. The frequency conversion stirrers are arranged above the first-stage flocculation area 7 and the second-stage flocculation area 8. And the primary flocculation area 7 is used for adding a flocculating agent. And the secondary flocculation area 8 is used for adding coagulant aids. The settling zone is arranged below each area, the design of cone-shaped sludge collection is adopted, and a sludge discharge port 13 is arranged.
Backwater used by the acid cleaning-free equipment enters water from the upper part of the primary water distribution tank 2 and is distributed to a primary inclined plate sedimentation tank with an inclined plate 4 at the upper part for sedimentation through a primary water distribution tracery wall 3; the upper portion of one-level inclined plate sedimentation district 1 is equipped with one-level inclined plate sedimentation district overflow mouth and middle water tank 5 UNICOM, the upper portion of middle water tank 5 is equipped with middle water tank overflow mouth and 7 UNICOMs in one-level flocculation district, one-level flocculation district apopore and 8 UNICOMs in second grade flocculation district have been seted up to 7 lower parts in one-level flocculation district, 8 upper portions in second grade flocculation district are equipped with second grade flocculation district overflow mouth and 9 UNICOMs in second grade water distribution groove, water in second grade water distribution groove 9 is distributed to the second grade inclined plate sedimentation tank that upper portion was equipped with swash plate 4 through second grade water distribution decorative wall 10 and is carried out the secondary sedimentation after, overflow to retrieval and utilization water tank 12, retrieval and utilization water tank 12 and middle water tank 5 are equipped with delivery port 15 and guide plate 6.
In the primary inclined plate sedimentation zone 1, large particles are precipitated, and treated water passing through the inclined flow plate 4 overflows from the upper part into the intermediate water tank 5. The water quality of the water stored in the middle water tank 5 can meet the water quality requirements of water users such as a three-way mixing valve with lower requirements, so that one part of the treated water is directly sent to the users of the type, and the other part of the treated water enters a flocculation area for next treatment.
PAC flocculating agent is added into the first-stage flocculating region 7, and PAM coagulant aid is added into the second-stage flocculating region 8. The two-stage flocculation is all set up the frequency conversion agitator and carry out rapid mixing flocculation to make agitator frequency conversion cycle and add the medicine frequency and match, rapid mixing reach flash mixed and reaction and generate the alum blossom when adding the medicine, then slow down according to certain frequency, prevent that the bold alum blossom that forms is broken and not deposit in this region.
In the secondary inclined plate sedimentation zone 11, fine impurities are wrapped by alum floc, and secondary water and slag separation is carried out at the honeycomb inclined plate 4. The water overflows from the upper part and flows into the water recycling water tank 12, and the water quality meets the requirements of water users such as a flushing valve and the like.
The utility model integrates a plurality of water treatment reaction units into one water treatment system, realizes water treatment integration, can be flexibly moved, can be arranged in a main workshop and is arranged near the pickling-free rolling unit, greatly reduces the construction amount of structures and pipelines of a concrete structure, further reduces the floor area, reduces the requirement of circulating water pump lift caused by pipeline water loss, and reduces the one-time investment and the operation cost.
The utility model can select modular supply for water treatment of different scales, greatly reduces civil construction time and project construction time, and is particularly suitable for the rolling line pickling-free new construction or rolling line pickling-free technical improvement of turbid circulating water with short construction implementation time, small water treatment amount and high turbidity.
Finally, the above embodiments are only intended to illustrate the technical solutions of the present invention and not to limit the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all of them should be covered by the claims of the present invention.

Claims (10)

1. The utility model provides a high concentration fine particle deposits device fast which characterized in that: the system comprises a primary inclined plate sedimentation area, an intermediate water tank, a flocculation area, a secondary inclined plate sedimentation area and a reuse water tank which are sequentially arranged along the flowing direction of fluid; the upper part of the one-level inclined plate sedimentation area is provided with an overflow port of the one-level inclined plate sedimentation area communicated with the middle water tank, the upper part of the middle water tank is provided with an overflow port of the middle water tank communicated with the flocculation area, the upper part of the flocculation area is provided with an overflow port of the second-level inclined plate sedimentation area communicated with the reuse water tank, and the reuse water tank is provided with a water outlet.
2. The high concentration fine particle rapid precipitation device according to claim 1, wherein: the one-level inclined plate sedimentation area, the middle water tank, the flocculation area, the second-level inclined plate sedimentation area and the reuse water tank are sequentially arranged side by side.
3. The high concentration fine particle rapid precipitation device according to claim 1, wherein: the flocculation district includes one-level flocculation district and second grade flocculation district, and one-level flocculation district communicates with the middle water tank overflow mouth that sets up on middle water tank upper portion, and one-level flocculation district lower part is equipped with the one-level flocculation district delivery port with second grade flocculation district UNICOM, and second grade flocculation district upper portion is equipped with the second grade flocculation district overflow mouth with second grade inclined plate sedimentation district intercommunication.
4. The high concentration fine particle rapid precipitation device according to claim 1, wherein: the primary inclined plate sedimentation zone comprises a primary water distribution tank, a primary water distribution tracery wall and a primary inclined plate sedimentation tank, wherein the primary water distribution tank and the primary inclined plate sedimentation tank are sequentially arranged in the flowing direction of the fluid; the secondary inclined plate sedimentation zone comprises a secondary water distribution tank, a secondary water distribution tracery wall and a secondary inclined plate sedimentation tank, wherein the secondary water distribution tank and the secondary inclined plate sedimentation tank are sequentially arranged in the flowing direction of the fluid, and an inclined plate is arranged at the upper part of the secondary inclined plate sedimentation tank.
5. The high concentration fine particle rapid precipitation device according to claim 4, wherein: the first-stage water distribution tank is positioned in the middle of the first-stage inclined plate sedimentation tank.
6. The high concentration fine particle rapid precipitation device according to claim 4, wherein: the second-stage water distribution tank is positioned at the end part of the second-stage inclined plate sedimentation tank.
7. The high concentration fine particle rapid precipitation device according to claim 1, wherein: the inclined plates of the first-stage inclined plate sedimentation area and the second-stage inclined plate sedimentation area are honeycomb inclined plates.
8. The high concentration fine particle rapid precipitation device according to claim 3, wherein: the first-stage flocculation area and the second-stage flocculation area are provided with variable-speed stirring devices.
9. The high concentration fine particle rapid precipitation device according to claim 1, wherein: and the intermediate water tank and the reuse water tank are provided with guide plates.
10. The high concentration fine particle rapid precipitation device according to claim 1, wherein: the bottom of the first-stage inclined plate sedimentation area, the middle water tank, the flocculation area, the second-stage inclined plate sedimentation area and the recycling water tank is conical and is provided with a sludge discharge port, and the middle water tank is provided with a water outlet.
CN202121748890.6U 2021-07-29 2021-07-29 High-concentration fine particle rapid precipitation device Active CN215712250U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121748890.6U CN215712250U (en) 2021-07-29 2021-07-29 High-concentration fine particle rapid precipitation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121748890.6U CN215712250U (en) 2021-07-29 2021-07-29 High-concentration fine particle rapid precipitation device

Publications (1)

Publication Number Publication Date
CN215712250U true CN215712250U (en) 2022-02-01

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ID=79990702

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121748890.6U Active CN215712250U (en) 2021-07-29 2021-07-29 High-concentration fine particle rapid precipitation device

Country Status (1)

Country Link
CN (1) CN215712250U (en)

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