KR200360146Y1 - A purification device for water being operated without energy supply - Google Patents

Abstract

The present invention prevents the streams flowing by using the water gate to collect the water, especially in accordance with the increase in the water level, by automatically discharging the water accumulated in the lower portion by using the principle of siphon to dissolve the dissolved oxygen in the water The present invention relates to a non-powered automatic water purifying device that has been dramatically increased to maintain clean rivers that are environmentally friendly.

The present invention is a main tank for automatically supplying water to a variable tank when the water passing through the manure mesh reaches a certain level, and the cyst to guide the water of the variable tank installed in the main tank and installed in the upper portion to the lower drain pipe. A funnel and a variable tank for selectively transporting up and down in the upper part of the siphon pipe with a strong pressure force to discharge a large amount of water through the drain pipe at once, and a tension for maintaining a constant tension during the up and down transport of the variable tank. It is made by providing a holding means, and a water level control pipe for controlling the water level of the river so that the standing water of the stream is discharged by the set water level through the inside and outside of the main water tank.

Description

A purification device for water being operated without energy supply}

The present invention prevents the streams flowing by using the water gate to collect the water, especially in accordance with the increase in the water level, by automatically discharging the water accumulated in the lower portion by using the principle of siphon to dissolve the dissolved oxygen in the water The present invention relates to a non-powered automatic water purifying device that has been dramatically increased to maintain clean rivers that are environmentally friendly.

In general, water flowing in a river or a valley has a large amount of water flowing in a rainwater stream, while a large amount of water flows along a stream or a valley, whereas a small amount of water flowing in through a drought causes little water flow.

When there is no flow rate because the flow rate does not occur as described above, sediment such as deciduous leaves accumulate on the bottom of the stream or valley, disrupting the flow of water and depleting the stream or valley without oxygen being supplied. In the state of decay, sediment accumulated in rivers and valleys decay over time, causing pollution of the water of the river, this problem is the source of all water and if the stream is upstream, the water flowing downstream Because it was not clean, it led to pollution of the whole water supply.

In addition, when water flows by blocking the river flowing in preparation for drought, the water accumulated in the lower part of the front side of the water gate has a very small amount of dissolved oxygen, which is more severe.

In order to solve this problem, the utility model registration application No. 2003-13516 No-power automatic water purifying device, which was filed by the applicant of the present invention, was proposed.

The water purification device of the design of the first application is installed at the front side of the water gate and automatically discharges the water accumulated at the bottom by the water gate, that is, the dissolved oxygen is very insufficient due to the increase of the water level, and the water is seriously polluted and discharged out of the water gate. In addition to maintaining the clean state of the discharged water was a useful design to provide an effect that can be converted into a state containing a large amount of oxygen in contact with the air flow into the general river.

Despite the usefulness of the above-mentioned prior application design, there is an urgent need for a water quality purification device capable of maintaining a more environmentally friendly water purification state by intensively discharging the pooled water by the hydrological gate.

The present invention relates to an improved design that is continuous to the above-mentioned prior application design, and automatically guides water accumulated at the bottom to the upper part according to the increase of the water level, and then, by using the principle of siphon, to discharge the concentrated water out more effectively by the principle of siphon. The main purpose of the present invention is to reduce the period of pollution and at the same time, to allow a large amount of oxygen to be supplied while the water discharged out of the water gate comes into contact with air, thereby increasing the amount of dissolved oxygen in the stream and maintaining a clean state.

The present invention for achieving the desired purpose and the main water tank for supplying water to the variable tank when the water passing through the manure mesh automatically reaches a certain level;

A siphon tube installed in the main tank and installed to surround the upper and lower variable tank housings to guide the up and down transfer of the variable tank, and the lower drain pipe communicating with the outside of the main tank;

A variable tank installed in the variable tank housing and discharging a large amount of water through the drain pipe at a high pressure at a time while being selectively moved up and down according to the amount of water supplied through the main tank;

Tension holding means installed between the variable tank housing and the variable tank to maintain a constant tension when the variable tank is moved up and down;

It is made by having a water level control pipe installed inside and outside the main water tank to automatically control the water level of the river.

1 is a perspective view of the present invention water purification device is installed in a river

Figure 2 is a front sectional view of the installation state of the present invention water purification device

3 is a perspective view of an installation state of the variable tank that is the main part of the present invention

Figure 4 is a longitudinal cross-sectional view showing the internal structure of the water purification device of the present invention

5 is a state diagram filled with a small amount of water in the variable tank of the present invention

6 is a state diagram filled with a large amount of water in the variable tank of the present invention

Figure 7 is an enlarged cross-sectional view of the airtight member is installed between the subject innovation variable tank and the variable tank housing.

Figure 8 is another embodiment installation state of the present invention tension spring

9 is an exemplary view showing a state in which the rubber valve is installed in the drain pipe of the present invention

10 is an exemplary view showing another embodiment of a water purification device of the present invention installed in a reservoir

Figure 11 is a longitudinal sectional view showing the internal structure of another embodiment water purification device of the present invention

[Explanation of symbols on the main parts of the drawings]

1: Water Purification System 3: River

5: reservoir 10: main tank

11: inlet 13: filter mesh

20: siphon tube 21: variable housing

22: drain pipe 23: drainage condenser

30: Variable 31: Euro

33: water pipe 40: tension holding means

42: tension spring 45: airtight member

50: water level control pipe 60: inlet pipe

The configuration of the preferred embodiment for effectively achieving the object of the present invention will be described.

The present invention is a variable tank that was raised by the hydrology, especially the water in the contaminated state located at the bottom automatically rises inside the main tank (10) according to the increase in the water level and flows into the variable tank (30) and then gradually descends. While the 30 drops rapidly due to its own weight, a large amount of water is intensively discharged through the drain pipe 22 with a strong pressure, and at the same time, continuous discharge is automatically carried out at an appropriate level according to the principle of siphon. It is a characteristic point that it keeps clean new water and keeps clean the water quality effectively.

The present invention for achieving the above-mentioned characteristic gist is a main tank (10) for automatically supplying water to the variable tank (30) when the water passing through the sieve network (13) reaches a certain level, and the main tank ( 10) a siphon tube 20 which guides the water of the variable tank 30 installed in the upper portion to the lower drain pipe 22 and a strong pressurization while selectively transporting the siphon tube 20 up and down selectively. Variable tank 30 for discharging a large amount of water through the drain pipe 22 at once, and tension holding means 40 for maintaining a constant tension during the up and down transfer of the variable tank 30, and the main It is possible to confirm through FIG. 4 that the water level control pipe 50 is installed via the inside and the outside of the water tank 10 and controls the water level of the river so that the standing water of the river is discharged by the set water level.

Hereinafter, the present invention made of the schematic configuration will be described in more detail.

The water purifying apparatus 1 of the present invention is installed in the front side river 3 of the water gate 2 which has almost no flow of water, and in particular, the main water tank for intensively introducing the depleted water in a seriously contaminated state located at the bottom ( 10) is provided.

The main water tank 10 has a cylindrical shape in which a plurality of inlets 11 for introducing water accumulated in the lower portion is installed radially and the upper portion of the base plate 12 to form a bottom of the outer side of the main water tank 10. The sieve mesh 13 is detachably coupled to surround the filter.

The filter net 13 serves to filter sludge and various foreign matters stacked on the bottom surface of the river, and consists of a cylindrical perforated network is integrally installed at the bottom of the upper cover (14).

Therefore, the stagnant water located at the bottom according to the increase in the water level of the river is filtered neatly while passing through the sieve network (13), and the water level is automatically raised as it enters into the main water tank (10) through a plurality of inlets (11), The introduced water can be automatically supplied to the variable tank 30 when the water level is reached.

The siphon tube 20 which is installed inside the main water tank 10 to accommodate the variable tank 30 and at the same time guides the water discharged by the variable tank 30 to the bottom and discharges out of the water gate is a variable tank at the top. A variable bath housing 21 is provided to guide the 30 to selectively move up and down as well as to stably hold the variable tank 30, and the variable tank housing 21 is disposed. At the bottom, a drain pipe 22 for discharging water to the outside is integrally formed to communicate with the outside of the main water tank 10, and the drain pipe 22 is buried underground in the river.

At this time, the bottom surface of the variable tank housing 21 is more preferably formed to be inclined while going inwardly downward so that all the water is smoothly guided to the drain pipe 22 without accumulation.

In addition, when the amount of increase in the water level is small in the predetermined portion of the drain pipe 22 is discharged to a small amount of water discharged at a weak pressure as a way to prevent the smooth discharge out of the water gate drainage condensed upwardly While the pipe 23 is integrally formed, the drainage agglomeration pipe 23 acts as a barrier to block the pipe, and water discharged in a small amount does not pass through the drainage agglomeration pipe 23 temporarily after being aggregated. When a certain amount is agglomerated as a ratio, a large amount can be discharged at once by a strong pressure force.

And the rubber valve 24 as shown in Figure 9 can be applied to the technical configuration equal to the drainage condensing pipe 23, the rubber valve 24 is installed in a predetermined portion of the drain pipe 22 and going to one side It is made of a rubber material having a shape of a reducer gradually decreasing in diameter to form a variable drain port 25 in which the opening and closing degree is automatically changed according to the water pressure on the smaller diameter.

The variable drain 25 maintains a normally closed state to temporarily agglomerate water discharged in a small amount temporarily and then automatically opens as a ratio when a certain amount of water is agglomerated to act as a strong pressure force, and discharges a large amount of water at once. When the discharge is completed, it is reduced to its original state and repeatedly performs the action of maintaining the sealed state.

The variable tank 30 fitted to the variable tank housing 21 has a fresh water space in which a predetermined amount of water can be contained, and a flow channel in which a flow path 31 for guiding the water contained in the center to the drain pipe 22 is formed. The pipe 32 is embedded in the bottom surface integrally.

Therefore, the outside of the flow path tube 32 may be filled with water, and at this time, the bottom surface of the variable tank 30 is formed with a plurality of water holes 33 in a radial manner without water remaining in the variable tank 30 All are discharged to the drain pipe 22 as well as the bottom surface is gradually inclined toward the bottom outward as a whole it is possible to achieve a more smooth discharge of water.

The variable tank 30 is automatically supplied with water from the main water tank 10 that reaches a certain level, and as the supply amount increases, the variable tank 30 gradually increases as the load of the variable tank 30 increases at the same time. When the load of the variable tank 30 exceeds the set pressure of the tension holding means 40, the variable tank 30, which was gradually lowered, suddenly descends, so that a large amount of water is all at once. At the same time it is discharged into the drain pipe 22 through the central flow path 31 at the same time as a strong pressure is applied to the water, while at the same time by the principle of the siphon, the water is discharged continuously until reaching the set water level This is done.

The variable tank 30 is to be provided with a restoring force when restoring to the original state (at the time of lifting and lowering) while maintaining a constant resistance force when the tension holding means 40, the tension holding means 40 is variable It is installed between the water tank 30 and the variable tank housing 21 installed to surround the variable tank 30 to maintain a constant tension during the vertical transfer of the variable tank (30).

The tension holding means 40 may be implemented in various forms, but in the present invention, as shown in FIG. 3, a plurality of springs are disposed at equal intervals on the upper circumferential edge of the variable bath housing 21 and the inner circumference of the variable bath 30. The bracket 41 is installed, the tension spring 42 is connected between the spring bracket 41 is installed in a configuration that is given a constant tension during the lifting and lowering of the variable tank (30).

In addition, unlike the above method, even if the tension spring 42 is directly installed between the inner bottom surface of the variable tank housing 21 and the bottom of the variable tank 30 as shown in FIG. 8 without installing a separate spring bracket 41. There is no difficulty in giving a constant tension when the variable tank 30 is raised or lowered.

On the other hand, as a way to maintain the airtight so that water does not flow through the close contact between the variable tank 30 and the variable housing (21) between the variable tank 30 and the variable tank housing 21 as shown in FIG. There are a plurality of airtight members 45 are fitted at regular intervals up and down.

The airtight prevention member 45 is in the form of an O-ring, which is in close contact with the variable tank housing 21 at the same time in the state of being fitted to the outside of the variable tank 30, and is excellent as the cloud moves simultaneously with the vertical movement of the variable tank 30. Despite providing airtightness, the up and down conveying operation of the variable tank 30 will not cause any trouble.

Water level control pipe 50 is installed on the inner side of the main water tank 10 via the inner and outer fixing brackets 51, the water discharged through the drain pipe 22 by the principle of siphon is excessive It is to control the water level of the river to prevent the bottom of the river to be exposed while being discharged quickly, and when the water is discharged by the appropriate level, air is introduced so that the discharge of water can be stopped while the principle of siphon is automatically released. .

That is, as the water level is increased as shown in FIG. 4, the deceased water in the stream is introduced into the main water tank 10 through the inlet 11, and then is supplied to the variable tank 30, and the water supplied to the variable tank 30 is cy. The water level of the stream is automatically reduced as a large amount of water is continuously discharged to the drain pipe 22 by the principle of the fun.

At this time, when the water level of the reduced stream reaches the tip of the water level control pipe 50 located outside the main water tank 10, air is introduced into the water level control pipe 50, and the principle of the siphon is automatically released so that no more water is discharged. It is not possible to automatically maintain the proper level of the river.

Through the operating state of the present invention made in this configuration will be described for the water purification process of the river.

First, the water level of the river is increased and beyond the water level control pipe 50, the deceased water located at the bottom is filtered through various sorting foreign matter 13, the water level of the main water tank 10 through the inlet 11 naturally In addition, the water of the main water tank 10 is automatically supplied to the variable tank 30 in accordance with the increase in the water level.

Therefore, the variable tank 30 is gradually lowered as shown in FIG. 5 while the water is supplied little by little, and when the variable tank 30 which is lowered is filled with a greater amount of water, the moment beyond the preset pressure of the preset tension spring 42 is increased. While rapidly descending as shown in FIG. 6, a large amount of water is discharged to the drain pipe 22 through the flow path 31 at one time. Here, by the principle of the siphon, the water in the stream is continuously sucked into the variable tank 30 and then discharged out of the water gate through the drain pipe 22.

As the above water is discharged out of the water gate as the standing water located on the bottom surface of the river is reduced, the level of the stream is reduced, the air flows into the water level control pipe 50 at the moment reaching the tip of the water level control pipe 50 The principle of the cyphon is automatically released so that no more water is discharged, so that the proper level of the river can be maintained automatically at all times.

In other words, according to the increase of the water level, the drained water located at the bottom is automatically discharged intensively without additional power supply, so the water at the bottom is naturally filled, so that the dissolved oxygen is always maintained to keep the stream clean. The water discharged out of the water gate is in contact with the air to supply a large amount of oxygen, which can purify the water quality.

On the other hand, the present invention is mainly proposed to purify the water quality of the river installed in the river, but is not necessarily limited to this can be used for the purpose of purifying the water quality of the reservoir by producing a larger standard, Figures 10 to 11 You can implement this through

In other words, the present invention can be installed in the reservoir (5) to purify the water quality, the difference with the general river for the reservoir (5) through the inlet pipe 60 is installed in communication with the bottom without installing a separate sieve (13) It has a structure that directly enters the pooled water located on the bottom of the).

At this time, a plurality of branch pipes 61 are installed at the bottom of the inlet pipe 60 so that water and sludge, etc., accumulated at the bottom of the extensive reservoir 5 can be introduced at the same time. More preferably, the strainer 62 is installed.

According to the present invention, it is possible to provide excellent versatility that can be used for purifying the water quality of the river as well as purifying the water quality of the reservoir 5 through a simple structural change.

The present invention automatically concentrates the water accumulated at the bottom as the increase of the water level, and discharges it out of the gate by the principle of siphon to reduce the residence time of the water at the same time and to fill the bottom with fresh water. A river can be created.

In addition, by using the water level control pipe to automatically control the discharge of the waste water discharged out of the gate, it is possible to always maintain the level of the river level.

In addition, the water discharged out of the water gate is supplied with a large amount of oxygen while contacting the air, thereby purifying natural water, thereby creating an environment-friendly river suitable for inhabiting fishes and fish, thereby providing a natural ecosystem.

Claims (8)

A main water tank 10 which automatically supplies water to the variable tank 30 when water passing through the sieve network 13 reaches a predetermined level while flowing through the inlet 11 of the lower portion; The variable tank housing 21 installed inside the main water tank 10 is wrapped to guide the up and down transfer of the variable water tank 30, and the lower drain pipe 22 communicates with the outside of the main water tank 10. A siphon tube 20 to be installed; It is installed in the variable tank housing 21 and is selectively transported up and down according to the amount of water supplied through the main water tank 10, and a large amount of water at a time by a strong pressure force through the central flow passage 31 at once A variable tank 30 to be discharged to the tank 22; Tension holding means (40) installed between the variable tank housing (21) and the variable tank (30) to maintain a constant tension during the up and down transfer of the variable tank (30); The power supply automatic water purifying apparatus, characterized in that the water level control pipe 50 is installed via the outside, the main water tank 10 and controls the water level of the river so that the water of the river is discharged by the set water level. The method according to claim 1, The tension holding means 40 is provided with a plurality of spring brackets 41 at equal intervals on the outer circumferential edge of the upper end of the variable tank housing 21 and the inner circumference of the variable tank 30, and tension between the spring brackets 41. Non-powered automatic water purification device, characterized in that the spring 42 is connected. The method according to claim 1, The tension maintenance means 40 is a non-powered automatic water purification device, characterized in that the tension spring 42 is installed between the inner bottom surface of the variable tank housing 21 and the bottom of the variable tank (30). The method according to claim 1 to 3, Non-powered automatic water quality, characterized in that the close contact portion of the variable tank housing 21 and the variable tank 30 is fitted with a plurality of airtight members 45 to maintain the airtight while moving and moving the variable tank 30 at the same time. Purifier. The method according to claim 1, Non-powered automatic water purifying apparatus, characterized in that formed in the predetermined portion of the drain pipe 22 is temporarily agglomerated with a small amount of water discharged after a large amount of drainage condensing tube 23 to be discharged at a time with a strong pressure. The method according to claim 1, A predetermined portion of the drain pipe 22 is characterized in that a rubber valve 24 is installed to temporarily discharge a large amount of water discharged at a time through a strong pressure force through the variable drain port 25 which is open after reaching a constant pressure after temporarily agglomerated with a small amount of water. Non-powered automatic water purification system. The method according to claim 1, The bottom surface of the variable tank 30 is installed to be inclined toward the bottom outward, a non-powered automatic water purification device characterized in that a plurality of water through holes 33 for discharging the water filled in the variable tank 30 without a residual amount is formed. . The method according to claim 1, When the main water tank 10 is installed in the reservoir 5, a separate strainer 13 is not installed on the outside of the main tank 10, but is disposed on the bottom surface of the reservoir 5 through the strainer 62 of the inflow pipe 60 installed in communication with the bottom. Non-powered automatic water purification device, characterized in that the deceased water is placed directly.