KR100603498B1 - Flowing protection structures in the rivers of sloped banks adjacent to the site - Google Patents

Abstract

The present invention maintains the waterway of the waterway in the embankment built on the river flowing on the slope formed on the edge of the land and road, and the section that moves in the direction of the river, especially when the amount of water flows due to flooding, etc. in the dike protecting the river The present invention relates to a flowing protection structure in a stream of sloped dike adjacent to a site providing to protect the dike.

In general, in the banks of rivers formed on slopes of residential lands and roads for the land efficiency due to the rise of land prices due to the development of industry, the amount of water flowing into the rivers is usually small and the impact on the banks is minimal.

However, depending on the season, the amount of running water flowing to the residential land in the rainy weather and the river adjacent to the inclined surface due to the flooding and heavy rains, etc. is blown in accordance with the season, especially in the embankment formed on the outer side of the curved moving direction, the edge of the residential land while the flowing direction moves Due to the impact of running water on the banks built on the slopes of the banks, not only the banks collapsed, but also many losses occurred due to the loss of farmland and land.

Therefore, in order to solve this problem, in the past, reinforcement of a lake was made by using a raft block or stone on a bank constructed in an outward direction of a river to be moved.

However, the structure of the structure is difficult to provide a desired purpose in the case of absorption occurs due to heavy rain, etc., and also to install the structure has become a problem such as expensive installation cost and a long period of installation period.

Therefore, the present invention is provided in order to solve the above problems, the width of the river 51 in order to offset the driving force, especially in the embankment 52 for the river 50 built on the slope of the edge of the housing land 40 The pipe 55 having a predetermined length and diameter in the direction of each other in a multi-layered structure, while forming a buffer space 60 on the outside of the river 51 in the laminated pipe 55, embankment 52 While providing a wall (62) at the edge of the (), while forming a passage (57) on the upper side of the laminated pipe (55), while the upper side of the buffer space (60) to fit the passage (57) The entrance and exit 71 for cleaning and inspection is formed at predetermined intervals.

In addition, the laminated pipe 55 is drilled to fasten the fixtures 65 to be integrally fixed to each other, and the fasteners 65 are provided by inserting the fixing iron core 70 to unite and fix the streams 51. It is an invention configured to prevent the separation of the laminated pipe 55 due to the flow rate due to long-term use by building on the edge of the), and relates to an embodiment thereof.

Housing site, levee, pipe, buffer space, fixture

Description

Flow protection structures in rivers of sloped banks adjacent to the site

1 is a state diagram used for the river of slopes in the present invention

2 is a cross-sectional view taken along the line A-A in FIG.

3 is a cross-sectional view taken along the line B-B in FIG.

4 is a partial perspective view showing the main part of the present invention;

5 is a partial cross-sectional view showing the assembled structure of FIG.

6 is a partial cross-sectional view of the embodiment in FIG.

7 is a partial perspective view of an embodiment of the main portion in FIG.

8 is a partial perspective view of another embodiment of the main portion in FIG.

<Description of Signs of Major Parts of Drawings>

40. Land 51. River 52. Dike 53. Bottom

54. Prosecution 55. Pipe 57. Pathway 59. Jamming

60. Shock-absorbing space 62. Wall 65. Fixture 66. Concave

67. Convex 64. Cement mortar 70. Fixed iron core

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The present invention maintains the waterway of the waterway in the embankment built on the river flowing to the slope of the land and road edge, the embankment protecting the river, especially when the flow of water overflows due to flooding, etc. The present invention relates to a flowing protection structure in a stream of sloped banks in contact with the land provided to protect the water.

In general, in the banks of rivers formed on slopes of residential lands and roads for the land efficiency due to the rise of land prices due to the development of industry, the amount of water flowing into the rivers is usually small and the impact on the banks is minimal.

However, depending on the season, the amount of flowing water flowing from the rainy land and the land and the resulting streams to the river due to the flood and heavy rains is blown, especially in the embankment formed on the outer side of the curved direction moving in the direction, the flow of the flowing direction to the edge of the river Due to the impact of running water on the constructed dike, not only the collapse of the dike, but also the loss caused by the loss of farmland and land in the area.

In general, a stream flowing adjacent to the slope of the captain's seat in a city center or a residential area flows through a curved portion in which a direction flowing through a road and a residential area moves to the left or the right,

At this time, when the amount of water flows due to flooding and rainy season occurring during the rainy season in summer, and the water blows up to the height of the dike built in the stream adjacent to the slope of the road and the land, the water is applied to the dike. In many cases, floods and pressures damaged the dikes, resulting in the loss of surrounding roads, parks, and settlements.

In addition, during the rainy season, a large amount of water is increased, and in particular, the pressure of flowing water is applied to the embankment that is constructed in the outward direction of the curved portion in which the direction is moved, resulting in damage and loss of the embankment, along with the site of the site, a park, etc. It is a reality that causes enormous property damage due to the loss of.

This, the water of the stream flowing adjacent to the slope surface of the field, such as the original urban land or farmland forms a structure in which the cross section is deeper in the center and gradually lowered toward both edges.

In addition, if the water flows to the extent that the amount of water flowing through the rainy season is flooded, the flow rate that forms the pressure of the fire is concentrated on the water flowing in the deep central part, and in particular, the flowing water flows into the topography of the stream flowing through the city. In the case of bending and directional movement, the flow rate flowing through the central portion of the water is directed to the embankment formed at the outer edge of the curved portion to form a structure.

So, as a countermeasure against this, in order to reinforce the outer banks of the river for the curved part, blocks or large rocks are piled up to reinforce each other, but it is not a fundamental solution.

In addition, by planting trees and the like at equal intervals in rivers to prevent the damage of the flood, but the effectiveness of the growth of the trees planted in the water is low.

In addition, the dike of the curved position in the river flows down from the upstream to the downstream when a flood occurs, and a large amount of water hits the dike strongly, the loss of the dike and land, etc. In order to prevent the loss, a product composed by assembling a revetment block formed of cement foundation was provided at fixed intervals in a number of products at the curved portion of the stream.

However, the present invention has been provided in which the water flowing strongly during the flooding of the water is configured such that the direction of the flow rate is reduced by the copper plate, and in addition, it is provided to serve as a raft block or fish.

In order to minimize the loss and recovery costs, the river bank passing through the housing site, while maintaining a certain distance on the bottom of the curved area by inducing the direction of the water to the one side by the guide plate protruding from the bank wall, when the flood flows, It was provided to safely protect the banks or dikes by directing them to the central location of the stream.

As described above, due to the flow velocity of the river adjacent to the slope of the land or road during heavy rains and rainy season, it overflows to the embankment or road built at the edge of the curved area according to the terrain, causing damage. The invention is provided to alleviate the flow rate by utilizing the structural characteristics of the pipe, so as to minimize the loss and recovery costs, maintaining a constant interval on the wall of the curved portion of the river to form a passage while stacking a plurality of pipes to each other, Induced to mitigate the flow rate of the water by the buffer space according to, according to the invention is to provide a safe to protect the embankment or road by inducing to mitigate the flow rate even if a flood occurs.

As described above, the present invention provides protection for protecting embankments, lands, and the like, which are constructed in an outward direction of a curved portion in a section that moves along a terrain in a stream flowing adjacent to a slope of a land or road as described above. As a structure, it is an invention for facilitating the rapids to distribute the strength at the point where the river is curved.

That is, the wall 62 is formed at the edge of the embankment 52 which is connected to the prosecution 54 which is fixed at the edge of the river bottom 53 while maintaining a constant interval from the point of maintaining the safety section at the edge of the point where the river is curved. It is constructed, but the inlet (54) is provided with a pipe (55) constituted while maintaining a predetermined length and a passage section (a) by stacking each other in the width direction of the river 51, the laminated pipe (55) The buffer space 60 is formed to have a predetermined width so as to distribute the resistance of the flow rate in the interval between the walls 62 formed outside of the wall), while the passage 57 is formed on the upper surface of the laminated pipe 55. As forming the invention, the laminated pipe 55 is punctured to the pipe (55) in order to reinforce the durability by the flow of water, but the invention is configured to bind and insert into the fixed iron core (70),

When described in detail based on the accompanying drawings as follows.

1 is a state diagram used for the bank of the slope in the present invention, Figure 2 is a cross-sectional view taken along line AA in Figure 1, Figure 3 is a cross-sectional view taken along line BB in Figure 1, Figure 4 is a partial perspective view showing the main part of the present invention 5 is a partial cross-sectional view showing the assembled structure of FIG. 4, FIG. 6 is a partial cross-sectional view of the embodiment in FIG. 5, FIG. 7 is a partial perspective view of the embodiment of the main portion in FIG. 4 is a partial perspective view of another embodiment of the main portion.

In the rivers or rivers, due to typhoons or rainy seasons, which occur mainly in summer, the water flowing to the rivers is curved in the direction of the edges of the streams due to the flow velocity of the streams. It is a strong phenomenon.

Therefore, in some cases, when bending and moving in accordance with the terrain, a loss is caused to bury the dike, land, and the like formed at the edge of the river due to a force that tries to proceed in a straight direction even in the outward direction in which the flow velocity is curved.

Therefore, the present invention is to provide a structure configured to stably protect the river banks by dispersing the flow rate flowing in the river so as not to reach the banks built on the edge of the river to solve the problem.

Accordingly, as described in detail with reference to the accompanying drawings, as shown in Figures 1 to 6, the indicted 54 at the bottom 53 of the edge of the river 51 so that the water of the edge of the river 51 flows as it is. While constructing the wall 62 is formed to the inclined surface of the embankment 52.

Here, the pipe 55 is formed in a predetermined length and size in the longitudinal direction of the river 51 while the buffer space 60 is formed on the wall 54 to maintain a predetermined width in the wall 62. According to the length of the wall 62 of the embankment 52 to be protected in accordance with the outer peripheral surface of the pipe (55) continuously stacked on each other while being continuously stacked, while the pipe 55 is laminated in a multi-layer passage (57) ) Is formed of reinforced concrete, while the space between the buffer space 60 to form a bottom surface of the concrete in accordance with the height of the passage (57), the floor to form a ceiling of the buffer space (60) The entrance 71 is formed intermittently in the longitudinal direction of the river and then covered with a cover.

The material of the pipe 55 described here may be given using a synthetic resin, or may be used as an iron material or a fume pipe.

In addition, the width of the passage 57 formed on the upper surface of the pipe 55 to be described above is formed in accordance with the width of the pipe 55, and forms a ceiling of the buffer space 60 connected thereto. The bottom surface is connected to the wall 62 formed on the inclined surface of the embankment 52 while expanding the width of the passage.

Here, the inside of the buffer space 60 is cleaned, or covered with a cover while forming an entrance 71 intermittently on the bottom for safety, the passage 57 described above is adjacent to the residential land in the city center Since it can be used as a trail and a vehicle driving path, it is provided.

That is, in the present invention, when flowing water flows from the river 51 due to heavy rain, etc., the present invention is laminated on the insulator 54 connected to the wall 62 of the embankment 52 for the river 51 flowing at the edge of the residential land 40. It passes through the body of the pipe 55 and the passage section (a) is in the form of a mixed flow to reduce the flow rate, where the water passing through the passage section (a) of the pipe 55 is between the walls 62 Since the flow velocity is attenuated by the role of the mixed flow dispersed again in the buffer space 60, the reinforcement to prevent the loss due to the sinking of the embankment 52 due to heavy rains.

And, in the present invention, the main part of the pipe 55 is laminated to each other while abutting on the outer surface, the purpose of using the flow rate to attenuate the flow rate while passing through the passage section while hitting the body of the pipe (55). To provide.

In addition, when the flowing water protection structure is applied to the pipe 55 stacked with continuous pressure of the flowing water due to long-term use in the river, a problem that part of the pipes 55 stacked in the stack is separated is exposed. For reinforcement, while puncturing the fasteners 65 on one side of the pipe 55, the fasteners 65 of the pipes 55 to be stacked are tightly fixed by the insertion of the fixing iron core 70 to be fixed.

Here, the position of the fixture 65 perforated in the pipe 55 described above, as shown in FIG. 5, when the pipes 55 are stacked on each other, the pipes 55 having a columnar cross section overlap with each other. It is a stack of hexagonal structures, thereby puncturing the fixture 65 to a position that is integrally inserted into each other.

In addition, as an embodiment of the fixed iron core 70 inserted into the always fastener 65, as shown in Figure 6, by connecting the fasteners 65 adjacent to each other to insert and tie the fixed iron core 70 is stacked Fix the pipe (55).

In addition, the description of the embodiment of the binding structure of the laminated pipe 55, which is a main part of the present invention, as shown in Figures 7 to 8, the predetermined distance of the spiral winding circuit on the outer surface of the pipe 55 As an invention provided by forming a locking projection (59) protruding while forming a, when the pipe 55 is laminated, the pipe having a circular cross section and the locking projection (59) protruding to a predetermined size from the outer surface The structure of the locking projection 59 is fixed by filling the cement mortar 64 with the filling in the lamination interval 73 formed by laminating the 55, by reinforcing the binding force to the body of the pipe 55 which is the object of the present invention The invention is configured to give.

In addition, in order to reinforce the binding force according to the lamination of the pipe 55 described above, as shown in FIG. 8, the convex portion 67 of the body of the pipe 55 is repeatedly repeated along the longitudinal direction of the pipe. ) And a protective structure for forming and providing a corrugated pipe 55 in which the concave portion 66 is formed in a predetermined size. When the pipes 55 described above are stacked, the convex portions 67 are stacked to contact each other. Since the concave portion 66 of the pipe is fixed in contact with each other to reinforce each other's cohesion force, the reinforcement of the long-term cohesion force for the present invention provides it to reinforce durability against increase in flow rate due to heavy rain and rainy season. As shown in FIG. 3, the passages 57 formed on the upper side of the pipes 55 stacked in the rivers 51 flowing to the edge of the housing site 40 are close to the housing site 40, and thus the walkway is provided. It is easy to use, and the buffer space 60 described above is an invention for a useful flowing protection structure provided for the fishery of fish spawning in the river (51).

According to the present invention, in a section moving in accordance with the structure of the terrain in a river flowing adjacent to the slope of the land or road, the bank or the land built on the slope is prosecuted at the edge of the floor to the edge of the curved portion. By stacking pipes having a predetermined size to offset the strong flow rate due to heavy rain or the like on the wall to be constructed, while providing a buffer space to buffer the flow rate, the pipes are fastened together in a stack to fix the flow rate of the flood. It is an invention configured to prevent the loss of dikes and residential land around the river due to pressure.

Claims (3)

The prosecution 54 is fixed to the edge of the floor 53 for the river 50 which flows to the edge of the residential land 40 or the road, and a wall 62 is provided at the edge of the levee 52 connected to the prosecution 54. In the protective wall for the river 51 to build, The insulator 54 is provided with pipes 55, which are formed while maintaining a predetermined length and a passage section, stacked in the width direction of the river 51 with each other. In the interval between the walls 62 formed to the outside of the laminated pipe 55 to form a buffer space 60 to a predetermined width so as to disperse the resistance due to the flow of water, Perforate the fixture 65 to the pipe 55, Inserted into the fixture 65 with a fixed iron core 70 and fixed, A passage 57 is formed at an upper side of the stacked pipe 55, and an entrance and exit is intermittently formed in the buffer space 60, which is a gap between the walls 62 connected to the inlet 54 at the edge of the river 51. 71) A flowing protection structure in a river of sloped embankments adjacent to the land, characterized in that provided by constructing. The method of claim 1, Protruding the engaging projection 59 at a predetermined interval on the outer surface of the pipe 55, Flow protection structure in the stream of the slope for the slope adjacent to the land, characterized in that configured to fill the cement mortar (64) in the lamination interval (73) formed by laminating the pipe (55). The method of claim 1, Water flow protection in the stream of the slope for the slopes adjacent to the land, characterized in that the convex portion 67 and the concave portion 66 is formed in a predetermined size in the body of the pipe 55 continuously and repeatedly along the longitudinal direction of the pipe. structure.

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