KR101746939B1 - Water treatment facility - Google Patents

Water treatment facility Download PDF

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Publication number
KR101746939B1
KR101746939B1 KR1020150125716A KR20150125716A KR101746939B1 KR 101746939 B1 KR101746939 B1 KR 101746939B1 KR 1020150125716 A KR1020150125716 A KR 1020150125716A KR 20150125716 A KR20150125716 A KR 20150125716A KR 101746939 B1 KR101746939 B1 KR 101746939B1
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KR
South Korea
Prior art keywords
wall
flow
water treatment
water
outlet port
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KR1020150125716A
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Korean (ko)
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KR20170029075A (en
Inventor
여경윤
강병주
김영호
이상열
배규환
Original Assignee
주식회사 포스코
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Priority to KR1020150125716A priority Critical patent/KR101746939B1/en
Publication of KR20170029075A publication Critical patent/KR20170029075A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00Component parts, details or accessories for large containers
    • B65D90/02Wall construction
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00Large containers
    • B65D88/02Large containers rigid
    • B65D88/06Large containers rigid cylindrical
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00Arrangements or adaptations of tanks for water supply

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Cultivation Of Plants (AREA)

Abstract

An embodiment of the present invention provides a water treatment facility in which the generation of stagnant water is reduced, the load acting on the outer wall is dispersed to minimize the thickness of the outer wall, and the accumulation of minute residues is prevented. The water treatment facility according to one aspect includes an outer wall; An inner wall provided in the inner portion of the outer wall; And a plurality of sidewall walls connected to the inner wall adjacent to the outer wall or between two adjacent inner walls, and having a water outlet through which at least one side of the sidewall passes.

Description

[0001] WATER TREATMENT FACILITY [0002]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water treatment plant improved in the structure of a flow wall installed to guide the progress of water.

Generally, the water treatment plant is supplied with water for water treatment, and a porthole for regulating the water staying time or controlling the water flow is installed in the water treatment process.

Examples of such water treatment facilities include a storage tank such as a water tank, a reservoir, a water treatment plant, and a sedimentation tank.

Referring to FIG. 1, the water treatment facility 10 includes an outer wall 12 forming an outer appearance of a space in which water is stored for water treatment. Inside the outer wall 12 of the water treatment facility 10, A flow-through wall 14 is provided. When the rectifying wall 14 is applied to the rectangular water treatment facility 10, it is provided in a zigzag form inside the outer wall 12 of the water treatment facility 10.

However, in the conventional water treatment facility 10, a lot of stagnation water is generated in the end portion of the flow-through wall 14 during the progress of the water, and thus, a structure for forming a turbulent flow at the end portion of the flow- There is a need to develop a technique for solving the problem of stagnation.

2, the water treatment facility 20 may be formed in a circular shape with a plurality of inner walls 24 provided on the inner side of the outer wall 22 and a plurality of inner walls 24 on one side of the outer wall 22 and the inner wall 24 And is provided in a zigzag form in which the flow-through wall 26 is attached.

On the other hand, conventionally, there is a structural limitation that the thickness of the outer wall of the water treatment equipment (10, 20) must be designed to be sufficient to withstand the load of water. In the water treatment facilities 10 and 20 having such a structure, the flow walls 14 and 26 serve only to induce the flow of water, and therefore, the entire loads of water must be received from the outer walls of the water treatment facilities 10 and 20. On the other hand, although the flow-through walls 14 and 26 can increase the residence time of water and the like through the increase of the number, the thickness of the outer wall of the water treatment plants 10 and 20 is not affected.

Accordingly, when the overall size of the water treatment plants 10 and 20 is increased, the outer wall supporting the load of water must be formed to have a sufficient strength or thickness, thereby increasing the manufacturing cost and increasing the installation space. .

Korean Patent Application No. 2010-0009270 Korean Patent Application No. 2007-0030532

An object of the present invention is to provide a water treatment facility in which the generation of stagnant water is reduced, the load acting on the outer wall is dispersed to minimize the thickness of the outer wall, and the accumulation of minute residues is prevented.

A water treatment facility according to one aspect of the present invention includes an outer wall; An inner wall provided in the inner portion of the outer wall; And a plurality of sidewall walls connected to the inner wall adjacent to the outer wall or between two adjacent inner walls, and having a water outlet through which at least one side of the sidewall passes.

In addition, the flow-through walls may be installed so as to be crossed up and down.

Further, the outlet port formed in the flow-through wall may be arranged in a zigzag form with the outlet port formed in another adjacent flow-through wall.

At this time, the outflow ports may be disposed to cross the left and right of the flow-through walls, or may be arranged to cross the up and down flows.

In addition, the outflow port may be opened in a single form or may include a plurality of open outflow ports.

In addition, the above-mentioned flow-through wall may include a first wall in which the outlet port is opened in a single form, and a plurality of outlet holes corresponding to the outlet port on the inner side so as to be movable to open and close the outlet port on one side of the first wall And a second wall formed thereon.

Further, the flow-through wall may be formed as a curved surface or a sloped surface in which the shape of the flat cross-section is continuous in a waveform.

In addition, the outlet port may be formed to pass through the front surface and the rear surface of the flow-through wall.

The outflow port may be formed through the curved portion or the inclined portion of the flow-through wall.

According to an embodiment of the present invention, since structural rigidity is enhanced by the flow-through wall, it is possible to reduce the end face and the load-strength of the wall supporting the flow-through wall and to allow water to flow through the flow- It is possible to improve the properties and inhibit the congestion of water, and to prevent accumulation of fine residues.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view of a water treatment plant according to an embodiment of the prior art; FIG.
2 is a plan view of a water treatment plant according to another embodiment of the prior art.
3 is a plan view of a water treatment plant according to an embodiment of the present invention.
Fig. 4 is an enlarged perspective view of a portion A of Fig. 3; Fig.
FIG. 5 is a front view showing a wall of a water treatment plant according to an embodiment of the present invention. FIG.
FIG. 6 is a front view showing a wall of a water treatment plant according to another embodiment of the present invention; FIG.
FIG. 7 is a front view showing a wall of a water treatment plant according to another embodiment of the present invention; FIG.
FIG. 8 is a perspective view showing a wall of a water treatment plant according to another embodiment of the present invention; FIG.
FIG. 9 is a front view showing a wall of a water treatment plant according to another embodiment of the present invention; FIG.
10 is a front view showing a wall of a water treatment plant according to another embodiment of the present invention;
11 is a perspective view showing a wall of a water treatment plant according to another embodiment of the present invention;
12 is a perspective view showing a wall of a water treatment plant according to another embodiment of the present invention;
13 is a perspective view showing a wall of a water treatment plant according to another embodiment of the present invention;

Hereinafter, an embodiment of the present invention will be described in detail with reference to the accompanying drawings. The embodiments of the present invention can be modified into various other forms, and the scope of the present invention is not limited to the embodiments described below. The shape and the size of the elements in the drawings may be exaggerated for clarity and the same elements are denoted by the same reference numerals in the drawings.

3 is a perspective view of the water treatment facility according to an embodiment of the present invention, FIG. 4 is an enlarged perspective view of part A of FIG. 3, and FIG. 5 is a cross- It is a front view.

Referring to FIGS. 3 to 5, the water treatment facility 110 of the present embodiment may include an outer wall 112 forming an overall appearance and partitioning into a space for storing water. In addition, a plurality of inner walls 114 may be provided in the outer wall 112.

For example, in the present embodiment, the water treatment facility 110 may have a circular outer wall 112, and a plurality of inner walls 114 provided inside the outer wall 112 may be circular.

Between the outer wall 112 and the inner wall 114 adjacent thereto, a flow-through wall for guiding the flow of water may be provided. In addition, when a plurality of inner walls 114 are provided, a flow-through wall 116 may be provided between two adjacent inner walls 114.

The flow-through wall 116 may be integrally connected to the outer wall 112 or the inner wall 114 by welding or the like.

At this point, at least one side of the flow-through wall 116 may be formed with an outlet through which water passes.

Here, the outflow port may include a plurality of outflow holes 118 formed in the flow-through wall 116 as a whole.

FIG. 6 is a front view showing a wall of a water treatment plant according to another embodiment of the present invention. FIG.

Referring to FIG. 6, the outflow port formed in the flow-through wall 216 may be formed as a plurality of outflow holes 218a and 218b. At this time, the outflow hole may be formed to be deflected to the left and right of the flow-through wall 216. These outflow holes may be arranged in a staggered shape by being deflected leftward and rightward, intersecting the outflow ports formed in adjacent adjacent flow-through walls 216, that is, the plurality of outflow holes 218a and 218b.

Accordingly, the water introduced into the water treatment facility 110 passes through the outflow ports formed in left and right directions, that is, through the plurality of outflow holes 218a and 218b in the process of passing through the flow-through wall 216, The flow of water generated in the rightward direction and the flow through the respective outlet holes 218a and 218b cause turbulence and improve the fluidity.

The water treatment facility 110 is designed to have a function of controlling the overall flow and stagnation of water in accordance with the shape and number of the flow-through walls 216 and the shapes of the outflow ports formed in the flow-through walls 216, that is, the shape of the plurality of outflow holes 218a, 218b, The time can be adjusted.

FIG. 7 is a front view showing a cir- culating wall of a water treatment facility according to another embodiment of the present invention.

Referring to FIG. 7, the outflow ports 318a and 318b formed in the flow-through wall 316 may be formed in a single shape as shown in FIG. At this time, the outlets 318a and 318b may be formed to have a size that can be passed by an operator depending on the size of the water treatment facility 110. [ These outlets 318a and 318b can be used as an entrance through which a worker moves during maintenance of the water treatment facility 110. [

On the other hand, referring to FIG. 8, it is also possible that the flow-through wall 416 is provided in a double structure.

Referring to FIG. 8, which is a perspective view of a cir- culating wall of a water treatment plant according to another embodiment of the present invention, the cir- cumferential wall 416 includes a first wall 418 in which the outlet 418a is opened in a single form . At this time, the outlet port 418a may be formed to be deflected to either the left or the right of the first wall 418. [

In addition, a second wall 419 may be provided on one side of the first wall 418 to move the outlet 418a so as to open and close. On the inner side of the second wall 419, a plurality of water outlet holes 419a may be formed at positions corresponding to the water outlet 418a.

When the water outlet 418a of the first wall 418 and the water outlet 419a of the second wall 419 are located at the same position, the water flows into the water outlet hole 418a of the second wall 419 419a of the first wall 418 and the outlet 418a of the first wall 418.

It is also possible for the second wall 419 to move from the first wall 418 to the side where the outlet 418a is not formed. At this time, the water guiding wall 416 can advance through the water outlet 418a while the water outlet 418a of the first wall 418 is open. At this time, the water outlet 418a of the second wall 419 419a. ≪ / RTI >

As such, the flow-through wall 416 can control the amount of water passing through the first wall 418 and the second wall 419.

It is also possible to use the guiding wall 416 to guide the progress of the water only when the water outlet 419a of the second wall 419 is positioned at the water outlet 418a of the first wall 418, When the wall 419 is positioned outside the outlet 418a of the first wall 418, it is possible to interrupt the progress of the water and work to repair the interior.

At this time, the outlet port 418a of the first wall 418 can be provided in a size enough for an operator to pass through, thereby allowing the operator to smoothly go in and out, and to repair or clean internal facilities.

In this embodiment, the second wall 419 can be slidably installed with respect to the first wall 418, but the moving structure of the second wall 419 can be modified in various other forms. For example, the second wall 419 may be rotatably installed on one side of the first wall 418 via a rotation connecting member such as a hinge at one end thereof.

The second wall 419 can open the outlet 418a of the first wall 418 through an operation such as sliding or rotating with respect to the first wall 418, It is possible to secure a space that an operator can pass for controlling the flow rate, maintenance, cleaning, and the like.

It is to be noted that the flow-through wall 416 is provided between the outer wall 112 and the inner wall 114 or between two adjacent inner walls 114 and the outlet port is disposed to be deflected leftward and rightward. However, It does not. For example, as shown in FIG. 9, the outflow ports may be arranged to cross the upflow wall 516 upwardly and downwardly.

Referring to FIG. 9, which is a front elevation view of a water treatment facility according to yet another embodiment of the present invention, a flow wall 516 is defined between an outer wall 112 and an inner wall 114 or between two adjacent inner walls 114 As shown in FIG.

The outflow holes provided in the flow-through walls 516 may be provided as a plurality of outflow holes 518a and 518b, and these outflow holes 518a and 518b may be provided in the upper and lower And may be arranged in a zigzag form as a whole.

Referring to FIG. 10, which is a front view showing a crying wall of a water treatment facility according to another embodiment of the present invention, the cryogen walls 616a and 616b may be arranged in an upward or downward crossing shape, that is, in a zigzag form.

That is, both left and right ends of the flow-through walls 616a and 616b are provided to connect between the outer wall 112 and the inner wall 114 or between two adjacent inner walls 114, have.

Here, outflow ports may be formed on at least one side of the flow-through walls 616a and 616b.

Preferably, the outflow ports of the flow-through walls 616a and 616b may include a plurality of air-outlet holes 618a and 618b when the flow-through walls 616a and 616b are formed in only a part of the upper and lower portions.

Referring to FIG. 11, which is a perspective view showing a crying wall of a water treatment facility according to another embodiment of the present invention, the cryogen wall 716 includes a first opening 718a opened in a single form, Wall < / RTI > In addition, the first wall 718 can be movably provided with a second wall 719 including a plurality of the through holes 719a.

The second wall 719 may be slidably installed with respect to the first wall 718 or may be rotatably installed with respect to the first wall 718.

12 and 13 are perspective views illustrating a wall of a water treatment plant according to another embodiment of the present invention.

Referring to FIGS. 12 and 13, the flow-through walls 816 and 916 may be formed as a curved surface or a sloped surface in which the flat cross-section is continuous in the waveform.

When the flow-through walls 816 and 916 are formed in a curved shape by a curved surface or an inclined surface, vortices are generated in the course of water progression, and thus fine impurities contained in water are precipitated and accumulated as fine residues Can be prevented.

Further, the corrugated walls 816 and 916 of the corrugated shape may be formed to penetrate through the front and back surfaces and through the outflow ports, for example, a plurality of outflow holes 818a and 918a. In addition, the position of the outflow port is not limited, and it is possible to form the outflow port at various positions according to the traveling direction and speed of the water.

For example, the outflow port may include a plurality of outflow holes 818b and 918b formed through the curved surface or the inclined surface position of the flow-through walls 816 and 916.

It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents. It will be clear to those who have knowledge.

110: water treatment facility 112: outer wall
114: inner wall 116:
118:

Claims (9)

outer wall;
An inner wall provided in the inner portion of the outer wall; And
A plurality of flow-through walls connected to the inner wall adjacent to the outer wall or between two adjacent inner walls, the flow-through wall being formed with at least one outlet through which water flows;
/ RTI >
The first wall being formed with the outlet port in a single form, and a plurality of outlet holes corresponding to the outlet port are formed on the inner side of the first outlet port so that the outlet port can be opened and closed at one side of the first outlet port And a second wall provided to regulate the amount of water passing through.
The method according to claim 1,
Wherein the flow-through walls are installed so as to be crossed up and down.
The method according to claim 1,
Wherein the outlet port formed in the flow-through wall is formed in a zigzag form with an outlet port formed in another adjacent flow-through wall.
The method of claim 3,
Wherein the outflow ports are disposed so as to intersect with the left and right sides of the flow-through wall, or alternately up and down.
The method according to any one of claims 1 to 4,
Wherein the outlet port is open in a single form or comprises a plurality of open outlet ports.
delete The method according to any one of claims 1 to 4,
Wherein the flow-through wall is formed as a curved surface or a sloped surface in which a flat cross-section is continuous in a waveform.
The method of claim 7,
Wherein the outlet port is formed to pass through the front surface and the rear surface of the flow-through wall.
The method of claim 7,
Wherein the outflow port is formed through a curved surface or an inclined surface of the flow-through wall.
KR1020150125716A 2015-09-04 2015-09-04 Water treatment facility KR101746939B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158708A (en) * 2019-06-10 2019-08-23 山东科源供排水设备工程有限公司 A kind of anti-dead, remaining water, leveling differential pressure water conservancy diversion peak regulation water tank and water supply pumping plant

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115518477A (en) * 2022-03-08 2022-12-27 戴清伟 Indoor dust-reducing device for building construction and use method thereof

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Publication number Priority date Publication date Assignee Title
KR200308789Y1 (en) * 2003-01-03 2003-03-28 강동열 Small water filtration apparatus with water tank
KR200371861Y1 (en) * 2004-10-21 2005-01-14 강동열 Structure of guiding wall for storage tank
KR100597877B1 (en) * 2005-05-27 2006-07-13 우영배 Storage tank with baffle
KR101115398B1 (en) * 2010-12-14 2012-02-15 김여선 Stainless Steel Cylindrical Unit Construction Type Round Shaped Water Tank Having Impurity Blocking Function

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100755926B1 (en) 2005-09-13 2007-09-06 티엔더블유소프트웨어 주식회사 Clinical data query service system and method
KR101022732B1 (en) 2008-07-18 2011-03-22 국방과학연구소 A Link type percussion lock

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200308789Y1 (en) * 2003-01-03 2003-03-28 강동열 Small water filtration apparatus with water tank
KR200371861Y1 (en) * 2004-10-21 2005-01-14 강동열 Structure of guiding wall for storage tank
KR100597877B1 (en) * 2005-05-27 2006-07-13 우영배 Storage tank with baffle
KR101115398B1 (en) * 2010-12-14 2012-02-15 김여선 Stainless Steel Cylindrical Unit Construction Type Round Shaped Water Tank Having Impurity Blocking Function

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158708A (en) * 2019-06-10 2019-08-23 山东科源供排水设备工程有限公司 A kind of anti-dead, remaining water, leveling differential pressure water conservancy diversion peak regulation water tank and water supply pumping plant

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