KR19990066041A - Yeosu soil automatic door opener - Google Patents

Abstract

The present invention relates to an automatic hydro gate opening and closing device of Yeosu to allow more water to be stored in a river or a reservoir, and to drain the stored water by automatically opening and closing the gate to prevent flooding due to flooding of the water.

Automatic water gate opening and closing device of the Yeosu soil according to the present invention, and a plurality of auxiliary banks are installed in the longitudinal direction of the upper side of the embankment installed across the waterway; A channel portion extending from the corresponding portion of the neighboring auxiliary levee and the upper portion of the levee therebetween with a gradually increasing high inclination angle toward the rear with a low rent; A stepped portion protruding from a bottom portion of the waterway portion to form a predetermined flatness, and having a drain hole penetrating into a lower portion of the upper surface center portion; A slider formed to be slidably movable along the waterway part, and formed by combining a plate shape covering the periphery of the drain hole and a plate shape constituting the side wall to raise the water level at the rear end thereof as it is located on the stepped portion; Characterized in that configured.

Therefore, according to the present invention, water is further stored as much as the height of the side wall plate of the slider, and when the water gate is automatically opened and closed without the operator's separate operation during tilting, the amount of excess water is easily adjusted, and the configuration is simple. And it is effective to reduce the installation cost.

Description

Yeosu soil automatic switchgear

The present invention relates to an automatic hydro gate opening and closing device of Yeosu, more specifically, to store more water in a river or reservoir, and to automatically drain the water to open and close the water gate to prevent flooding due to flooding of water It relates to an automatic hydro gate opening and closing device of Yeosu.

Generally, as illustrated in FIG. 1, a river or a reservoir is provided with a filtrate, i.e., a dike 10 having a predetermined width and height from the bottom of the waterway and crossing the waterway.

The height of the embankment 10 is at least a certain amount of water so as to prevent the flooding of water that is continuously introduced by the maximum height for storing a predetermined amount of water and rainy weather such as rainy season to prevent flooding outside the river bank in preparation for a farming season or a drought. Is formed at an appropriate level of height for outflow to the lower zone.

However, the amount of water stored by the height of the embankment 10 thus set is not sufficient to prepare for a farming season or a drought, and in order to store sufficient water in preparation for a drought or the like, people have to carry sandbags on the upper portion of the dike 10. It takes a lot of time and effort to secure the required amount of water, such as stacking, there was a cumbersome problem.

In addition, the structure by this effort has a weak problem that a large amount of water due to the slope is lost by flooding the structure above the flow.

On the other hand, in order to solve this problem, there is no configuration provided with a sluice to increase the levee and to discharge a certain amount of water as the water level is increased at a predetermined position, the installation configuration is complicated, and the production and installation according to the configuration Costly, there was a difficult operation for the operator to open and close the gate.

The object of the present invention is to raise the height of the embankment to store a sufficient amount of water if necessary, and to easily drain a certain amount of water automatically without any separate operation of the operator when tilting, and to simplify the construction and installation It is to provide automatic hydro gate opening and closing device of Yeosu to reduce cost.

1 is a cross-sectional view showing a relation of installation of conventional filtrate.

2 is a perspective view showing a state in which part of the configuration of the automatic water gate opening and closing device of the yeosu soil according to an embodiment of the present invention.

FIG. 3 is a cross-sectional view showing the installation relationship of the automatic hydro gate opening and closing device of Yeosu based on the III-III line of FIG.

Figure 4 is a plan view showing the configuration of the automatic waterway opening and closing device of the Yeosu soil shown in FIG.

※ Explanation of codes for main parts of drawing

10: embankment 20: automatic gate lock

22: auxiliary bank 24: waterway

26: shaft 28: stepped portion

30: drain port 32: auxiliary drain port

34: contact plate 36: side wall plate

38: Slider 40: Drive Roller

42: side roller 44: guide rail

46: guide groove 48: support portion

50: brush

Automatic water gate opening and closing device of Yeosu soil according to the present invention for achieving the above object, a plurality of auxiliary banks are installed in the longitudinal direction of the upper side of the embankment installed across the water; A channel portion extending from the corresponding portion of the neighboring auxiliary levee and the upper portion of the levee therebetween with a gradually increasing high inclination angle toward the rear with a low rent; A stepped portion protruding from a bottom portion of the waterway portion to form a predetermined flatness, and having a drain hole penetrating into a lower portion of the upper surface center portion; A slider formed to be slidably movable along the waterway part, and formed by combining a plate shape covering the periphery of the drain hole and a plate shape constituting the side wall to raise the water level at the rear end thereof as it is located on the stepped portion; Characterized in that configured.

In addition, a guide rail having a step of a predetermined inclination is formed downward from the position of the front end of the step portion of the both sides of the waterway portion, and a guide groove having a predetermined depth and length in the lower portion of the side wall of the waterway portion, It is preferable to provide rollers corresponding to the guide rails on both sides of the bottom surface of the slider, and side rollers on the sidewalls of the slider corresponding to the guide grooves to facilitate sliding movement.

And, at least one auxiliary drainage port communicating with the low zone to a predetermined size behind the stepped portion to guide and discharge the water flowing out through the gap between the waterway portion and the slider to a low zone, and assists the discharge port It is effective to configure to discharge the excess water.

On the other hand, it is preferable that the support portion is installed at the rear end of the waterway portion to support the sliding movement of the slider.

In addition, it is preferable to add a brush to the front end portion of the slider.

Hereinafter, with reference to the accompanying drawings for the automatic water gate opening and closing device of Yeosu according to an embodiment of the present invention.

Figure 2 is a perspective view showing the configuration of the automatic hydro gate opening and closing device of the Yeosu soil according to an embodiment of the present invention, Figure 3 shows the installation relationship of the automatic hydro gate opening and closing device of the Yeosu soil based on the line III-III of Figure 2 4 is a plan view showing the configuration of the automatic water gate opening and closing device of the Yeosu soil shown in FIG. 2, the same reference numerals are assigned to the same parts as in the prior art, and detailed description thereof will be omitted.

First, referring to FIG. 2, the automatic hydrologic opening and closing device 20 of the effluent in accordance with the present invention includes an auxiliary dike 22 having a predetermined width and height in the upper longitudinal direction of the dike 10 installed across the waterway. A plurality of) are installed corresponding to the length and the storage amount of the bank 10.

In addition, the corresponding portion of the neighboring sub-levee 22 and the upper portion of the dike 10 positioned therebetween may be a waterway part for guiding the flow of water in a low zone direction, that is, to form a tilt angle of a predetermined height toward the rear ( 24 is formed to extend a predetermined length, and this waterway portion 24 is supported and fixed by a shaft 26 that is fixedly installed vertically from the bottom of the lower zone.

In addition, the above-described embankment 10 is formed on the waterway portion 24 located at the rear end, and a stepped portion 28 is formed to protrude to a predetermined height from the bottom surface to form a predetermined flatness. In the central portion of the upper surface of 28), a drain 30 is formed in communication with the low zone.

In addition, at least one auxiliary drain port 32 is formed on the water channel portion 24 behind the stepped portion 28 so as to communicate with the low zone in the same manner as the drain hole 30 described above.

On the other hand, on the waterway portion 24, the contact plate 34 corresponding to the width and the bottom surface of the waterway portion 24 and the side wall plate 36 of a shape perpendicular to the rear end of the contact plate 34 are coupled to each other. A slider 38 having a shape is provided to be slidable with respect to the longitudinal direction of the waterway portion 24, and as shown in Fig. 1, at the edge portion of the bottom face of the contact plate 34 constituting the slider 38, A plurality of driving rollers 40 are provided, and side rollers 42 are provided on the sidewalls of the contact plates 34 to support the movement of the slider 38 in the horizontal direction corresponding to the sidewalls of the waterway portion 24. .

Meanwhile, as shown in FIG. 2, guide rails for guiding the driving roller 40 to the slider 38 to be positioned above the stepped portion 28 are provided at both edge portions of the bottom surface of the water channel portion 24 described above. A 44 is formed, and the front end of the guide rail 44 positioned at the front end of the stepped portion 28 forms a step of a shape bent at a predetermined angle.

When the slider 38 having the above-described configuration is slid by the inclination angle of the channel portion 24 and gradually positioned above the step portion 28 described above, the driving roller 40 is guided to the guide rail 44. The slider 38 is positioned above the stepped portion 28, and as the driving roller 40 is positioned at the end of the guide rail 44, i.e., the stepped portion, the bottom of the slider 38 has a predetermined flat surface. The position is fixed in the shape of covering the upper surface of the stepped portion 28 having a degree to form a configuration to block the flow of water through the drain port (30).

In addition, on the side wall of the channel portion 24 described above, as shown in Fig. 2, the guide groove 46 having a predetermined width and length in the longitudinal direction of the channel portion 24 corresponding to the side roller 42 described above. Is formed, and the sliding motion of the slider 38 is supported in the horizontal direction by the side rollers 42 guided by the guide grooves 46 to maintain the sliding motion in an equilibrium state.

On the other hand, the rear end of the waterway portion 24 is provided with a support portion 48 connected to the rear of the slider 38 to support the sliding movement, the support portion 48, the slider 38 is located above the stepped portion. To provide resilient pushing force.

In addition, a brush 50 having rigidity is provided at a front end of the bottom of the slider 38 in a shape protruding a predetermined length in the downward direction, and the brush 50 has a slider 38 of the channel portion 24. As the sliding motion is caused by the inclination or the pushing force of the above-described support part 48, the foreign material such as sand accumulated on the upper surface of the guide rail 44 and the step portion 28 on which the driving roller 40 is positioned is removed. Done.

According to the automatic sluice opening and closing device 20 of the yeosu soil according to this configuration, the slider 38 is moved to the lower side of the waterway portion 24 to cover the upper surface of the step portion 28 in close contact with the water through the drain 30 Will block the flow.

Accordingly, the water is stored at the front of the bank 10, that is, on the high ground, by the side wall plate 36 of the side bank plate 36 and the side wall plate 36 of the slider 38. Is located on the side wall plate 36, the insufficient amount of water through the gap between the side wall plate 36 and both side walls of the waterway portion 24 or the gap between the guide groove 46 and the guide rail 44 It flows out behind the board 36.

The outflowed water again flows to the lower area through the auxiliary outlet 32 formed in succession behind the stepped portion. At this time, since the pressure of the flowing water is insufficient, the slider 38 which receives the load of the stored water has its own load and The inclination angle of the channel portion 24, the constant pressing force of the support portion 48, and the stepped portion of the guide rail 44 on which the driving roller 40 is positioned maintain the state in close contact with the upper surface of the step portion 28. do.

When the water level rises above the side wall plate 36 of the slider 38, the water overflows above the side wall plate 36, and the flow pressure of the water is at the inclination angle of the water channel part 24 and the support part 48. By pressing the side wall plate 36 with a force greater than the force of the pressing force and the like, the contact plate 34 is lifted from the upper surface of the stepped portion 28, and the slider 38 is driven by the driving roller ( 40 and the side rollers 42 to slide behind the waterway portion 24.

Accordingly, the slider 38 is separated from the step portion 28 to open the drain hole 30, and the stored water flows through the drain hole 30 to a low level.

In addition, when the amount of water flows in such a large amount, the slider 38 is pushed further to the rear of the auxiliary drain 32, and the auxiliary drain 32 is compensated for the amount of water flowing along with the drain 30 described above. .

Then, when the flow amount of water gradually decreases through the above-described process, the slider 38 gradually flows forward under the inclination angle of the waterway part 24 and the pressing force of the support part 48, and at this time, the bottom of the contact plate 34 The brush 50 provided at the front end portion pushes foreign substances such as sand, which are located on the upper surface of the guide rail 44, the guide groove 46, and the stepped portion 28, in all directions.

Then, the driving roller 40 located at the front end of the slider 38 flows along the guide rail 44 so that the bottom surface of the slider 38 covers the upper surface of the stepped portion 28 as it is positioned at the stepped portion. The water can be stored again.

Therefore, according to the present invention, water is further stored as much as the height of the side wall plate of the slider, and when the water gate is automatically opened and closed without the operator's separate operation during tilting, the amount of excess water is easily adjusted, and the configuration is simple. And it is effective to reduce the installation cost.

Although the present invention has been described in detail only with respect to the described embodiments, it will be apparent to those skilled in the art that various modifications and variations are possible within the technical scope of the present invention, and such modifications and modifications are within the scope of the appended claims.

Claims (5)

Auxiliary banks are provided in plurality in the longitudinal direction of the upper bank installed across the water path; A waterway portion in which a corresponding portion of the neighboring auxiliary dike and an upper portion of the dike therebetween are formed at an increasingly low inclination angle toward the rear with a low zone and are supported by an axis; A stepped portion protruding from a bottom portion of the waterway portion, the upper surface of which has a predetermined flatness, and having a drain hole penetrating into the lower portion of the upper surface center portion; And A slider configured to be slidably moved along the waterway part, and formed by combining a plate shape covering the periphery of the drain hole and a plate shape forming a sidewall to increase the water level at the rear end thereof as the sliding part is positioned on the stepped part; Automatic waterway opening and closing device of Yeosu, characterized in that configured to include. The method of claim 1, Guide rails having a predetermined radial step from the position of the front end of the step portion to the lower side are formed at both edges of the waterway portion, and guide grooves having a predetermined depth and length are formed in the lower portions of both side walls of the waterway portion, Rollers corresponding to the guide rails are provided at both sides of the bottom surface, and side rollers are provided on the sidewalls of the slider corresponding to the guide grooves. The method of claim 1, An automatic drainage opening and closing device of the Yeosu soil, characterized in that the auxiliary drain is formed in communication with the low zone to a predetermined size behind the stepped portion. The method of claim 1, An automatic hydrological opening and closing device of the yeast soil, characterized in that the support portion for supporting the sliding movement of the slider is installed at the rear end of the waterway portion. The method of claim 1, Automatic hydrological opening and closing device of the yeast soil, characterized in that the brush is additionally installed in the front end of the slider.