KR20130062715A

KR20130062715A - Movable and assemble type water treatment device

Info

Publication number: KR20130062715A
Application number: KR1020110129132A
Authority: KR
Inventors: 김해룡
Original assignee: 현대중공업 주식회사
Priority date: 2011-12-05
Filing date: 2011-12-05
Publication date: 2013-06-13

Abstract

The present invention relates to a purified water treatment device, and more particularly, by connecting a plurality of assembleable purified water treatment tanks to purify drinking water, such as drinking water, to provide a portable prefabricated water treatment device with convenient water purification and high water efficiency. will be.
To this end, the present invention includes a first treatment tank for purifying raw water; and a second treatment tank for refining the purified water in the first treatment tank; and the second treated tank for water purified in the first treatment tank. And a second pipe for discharging the purified water from the second treatment tank, wherein a lower portion of the first treatment device is positioned above the second treatment device, and the first pipe is discharged from the second treatment tank. Is installed between the lower portion of the first processing device and the upper portion of the second pipe, the second pipe provides a movable prefabricated water treatment device, characterized in that located in the lower portion of the second processing device.

Description

Movable and assemble type water treatment device

The present invention relates to a purified water treatment device, and more particularly, by connecting a plurality of assembleable purified water treatment tanks to purify drinking water, such as drinking water, to provide a portable prefabricated water treatment device with convenient water purification and high water efficiency. will be.

Clean water is used as direct process water for many chemical processes or in ancillary facilities. Depending on the location of the chemical plant and other factors, water is supplied to the plant in various ways. Industrial water from multiple sources will go through the process of removing contaminants in the plant to suit its intended use.

It is not possible to remove all contaminants with a single technique. Therefore, in order to meet the water quality required in the actual situation of the plant, a combination of techniques can be used.

Treatment facilities should be designed.

In general, a water treatment system is divided into three stages. That is, pretreatment, main treatment, and post-treatment steps. The pretreatment process mainly serves to protect the main treatment process from contamination and chemical degradation. The main treatment process is adapted to the required water quality, and the aftertreatment process consists of facilities for supplying, storing and distributing treated water to specifications.

In the conventional water treatment system, as shown in FIG. 1, raw water introduced from a water source along a raw water inlet pipe 1 is contacted by ozone supplied through an ozone supply pipe 9 connected to an acid pipe, and the raw water is contacted. Landing well (2) with a transfer pump (3) installed to the next step; and distribution box (5- 2), large gravel layer (5- 3), heavy gravel layer (5- 4), remaining gravel layer (5) from the lower end to the upper end 5) royal sand layer (5- 6), heavy sand layer (5- 7), and cup

Sand layer (5- 8) is composed in turn, upflow slow slow filter paper (5) which can be filtered by passing the raw water introduced from the landing well (2) to the top; and the continuous flow filter paper (5) Natural sedimentation basin (6) for sedimentation of suspended solids contained in raw water passing through); and collecting blocks, large gravel layer, middle gravel layer, all gravel layer, royal sand layer, middle sand layer, and fine sand layer from bottom to top. A downward flow slow yarn filter paper 7 capable of filtering the raw water introduced into the upper portion through the lower portion; and an ozone and ozone transfer pipe supplied from the ozone generating and storage tank 11 through the ozone supply pipe 9. Control valves (10-20 and 10-21a) for controlling the amount of the ozone discharged to the (10-14), ozone or ozone adjusted to a certain amount by the control valve ozone air intake pipe (10-6) Lower part number by suction through Of the underwater aeration device (10-5), a ozone detector (10-15) for detecting the presence of ozone, and an ozone detector

High-efficiency ozone contacts 10, which are provided with electronic valves 10-16 and 10-21 which are opened and closed by operation, and which can oxidize and sterilize the raw water; And a transfer pipe 16 for directly transferring the raw water treated by the high-efficiency ozone contacting point 10 to the storage tank 15.

However, such a conventional water treatment system has a problem in that installation and removal are complicated.

Republic of Korea Patent Publication No. 10-0337541 (Invention name: Safe type water treatment system for constant water without chemicals) See specification and Figure 1

The problem to be solved of the present invention is to provide a removable prefabricated water treatment device that is easy to install and dismantle.

Another problem to be solved by the present invention is to provide a nature-friendly water treatment device without the use of chemicals.

In order to achieve the above-described problem, the present invention provides a first treatment tank for purifying raw water; and a second treatment tank for refining the purified water in the first treatment tank; and the first treatment tank A first pipe for introducing the purified water into the second treatment tank; and a second pipe for discharging the purified water from the second treatment tank, wherein a lower portion of the first treatment device is an upper portion of the second treatment device. And the first pipe is installed between the lower part of the first processing device and the upper part of the second pipe, and the second pipe is located below the second processing device. Provides a water treatment device.

The first processing device may be composed of a gravel layer and a sand layer in turn from the lower end to the upper end, and the second processing apparatus may include char at the lower end.

The char may be filled up to a predetermined height of the second treatment device so that the water discharged from the first pipe is discharged with a predetermined drop with respect to the second treatment device.

The movable prefabricated water treatment device may be installed in plural numbers.

Referring to the effects of the movable prefabricated water treatment device according to the present invention.

First, there is an advantage that water can be purified in a natural manner without the input of chemicals.

Second, there is an advantage that anyone can easily install and remove the water treatment device.

1 is a view schematically showing an installation state of a conventional water treatment system.
2 is a view showing a movable prefabricated water treatment device according to an embodiment of the present invention.

Hereinafter, with reference to the accompanying drawings, it will be described an embodiment of a movable prefabricated water treatment apparatus according to the present invention.

Referring to Figure 2, it will be described a movable prefabricated water treatment apparatus according to an embodiment of the present invention. The movable prefabricated water treatment apparatus according to the present embodiment includes a first treatment tank 100, a first pipe 110, a second treatment tank 200, and a second pipe 210.

The first treatment tank 100 purifies the raw water introduced from the water tank 10 along the first pipe 30 and the second pipe 40.

The first treatment tank 100 includes a gravel layer 120 and a sand layer 130 to purify raw water. That is, while the raw water passes through the gravel layer 120 and the sand layer 130 in order to remove the floating material of the raw water.

The gravel layer 120 may be composed of a large gravel layer, a middle gravel layer and a fine gravel layer, and the sand layer 130 may be composed of a royal sand layer, a middle sand layer, and a fine sand layer.

The first pipe 110 is located below the first treatment tank 100 to discharge the water purified from the first pipe to the second treatment tank 200.

The first pipe 110 preferably maintains a drop of a predetermined height so that bubbles are not generated in the water discharged to the second treatment tank 200. This is because the bubbles interfere with the removal of suspended solids in the raw water.

The first pipe 110 is located above the second processing tank 200 so that the water discharged from the first pipe 110 falls into the second processing tank 200 by the law of gravity. do. In this case, while the water discharged from the pipe falls, oxygen in the air is supplied to the discharged water, thereby purifying water.

The second processing tank 200 is horizontally positioned at one side of the second processing tank 200 in contact with one side of the first processing tank 100, vertically of the first processing tank 100 It is installed in contact with the floor. By doing so, the horizontal distance of the first pipe 110 becomes constant and not only the horizontal position but also the vertical position of the second treatment tank 200 can be easily installed by anyone. .

The second treatment tank 200 serves to purify the water purified primarily in the first treatment tank 100, and includes char or activated carbon to perform this function.

Since the char or activated carbon has a large number of fine pores, the surface area per unit volume is very wide and the adsorption power is strong, and is effective to remove gas dissolved in water such as volatile hydrocarbons, organic compounds, and chlorine gas.

The drop of water discharged from the first drain pipe 110 may be adjusted by adjusting the height of the char or activated carbon inside the second treatment tank 200.

The second drain pipe 210 is disposed under the second treatment tank 200 to discharge the rectified water.

In conclusion, raw water is filtered through clear water while passing through the gravel layer 120 and the sand layer 130, and organic matter is adsorbed and purified in the activated carbon layer 220.

The first treatment device 100 and the second treatment device 200 may have various widths and heights, and are installed in the purified water treatment area according to the width and height, that is, as shown in FIG. 2. After that, the first pipe 110 and the second pipe 210 may be connected to each other to be easily installed.

Therefore, the mobile prefabricated water treatment device according to the present invention may be more effective in areas where mobility is required, such as a desert area.

In addition, the movable prefabricated water treatment apparatus according to the present invention is not limited to the above embodiment, and the first treatment tank 100 or the second treatment tank 200 may be configured to be oxidized and sterilized by ozone. Could be

In addition, in addition to the first treatment tank 100 and the second treatment tank 200, a plurality of treatment tanks such as a third treatment tank, a fourth treatment tank,. It would also be possible.

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 in the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

10: water tank 20: suction motor
30: first piping 40: second piping
100: first processing tank 110: first pipe
120: gravel layer 130: sand layer
200: second processing tank 210: second pipe
220: activated carbon layer

Claims

A first treatment tank for purifying raw water;
A second treatment tank for refining the purified water in the first treatment tank;
A first pipe for introducing purified water from the first treatment tank into the second treatment tank; and
A second pipe for discharging the purified water from the second treatment tank,
The lower part of the first processing device is located above the second processing device.
The first pipe is installed between the lower portion of the first processing device and the upper portion of the second pipe,
And the second pipe is located under the second treatment device.

The method of claim 1,
The first treatment device is composed of a gravel layer and a sand layer in turn from the lower end to the upper end, and the second treatment device is a movable prefabricated water treatment apparatus comprising a charcoal at the lower end.

3. The method of claim 2,
And the char is filled to a predetermined height of the second treatment device so that the water discharged from the first pipe is discharged with a predetermined drop with respect to the second treatment device.

The method according to any one of claims 1 to 3,
A movable prefabricated water treatment device, characterized in that the plurality of movable prefabricated water treatment device is connected and installed.