KR101239000B1 - Breakwater structure removed riprap - Google Patents

Abstract

PURPOSE: A breakwater structure whereby ripraps are removed is provided to enable to stably construct in a submarine topography without using the ripraps and to prevent marine and coastal pollution caused by the ripraps. CONSTITUTION: A breakwater structure whereby ripraps are removed comprises a plurality of column members(110), a foundation support plate(120), a breakwater member(130), and a cover plate(140). A plurality of column members is inserted into a seafloor perpendicularly. The breakwater member is formed on the top of the foundation support plate formed by arranging a plurality of unit support members. The cover plate covers the top surface of the breakwater member.

Description

Breakwater Structure Removed Riprap

The present invention relates to a breakwater structure, and more particularly, it can be stably built on the seabed without using sandstone, to prevent pollution of the land and marine environment due to the sandstone, and also to reduce the construction cost of the breakwater structure. The present invention relates to a breakwater structure in which a dead stone can be removed.

In general, breakwaters are almost essential to ports and coasts, and they are installed in various forms and construction methods.

In the early days, breakwaters were installed at a height that could prevent some high waves, so that the sections where the breakwaters were installed were blocked by the inland and the open seas. However, the construction of the breakwater in the form of confining the sea water, so that the inflow and outflow of the sea water is not made smoothly, the sea water of the inland sea is contaminated, and various kinds of dirt accumulate, severe odor is generated. It is no exaggeration to say that this would completely destroy the tidal flats and seabed ecosystems on the Inland Sea.

Moreover, the above-mentioned breakwater has a great repulsion force in the seawater hit by the breakwater, and the seawater coming in succession is combined to hit the breakwater with more energy. have.

To remedy this problem, various structures of breakwaters have been proposed to allow seawater to be distributed. One of them is a breakwater using the "unit block for building breakwater" of Korean Patent No. 770238.

1 shows a schematic view of a breakwater constructed using a unit block for building a breakwater according to the prior art.

Referring to FIG. 1, the unit block is integrally formed by connecting the upper plate 10 and the lower plate 20 by a plurality of pillars 30, and is coupled to the upper and lower surfaces of the upper plate 10 and the lower plate 20. The pit 15 and the pit 25 for the is formed.

The breakwater is first laminated on the frame 50 in which the bite jaw 55 protrudes such that the bite groove 25 of the plurality of unit blocks is engaged with the bite jaw 15 of the frame 50. The plurality of unit blocks are secondary so that the respective bite jaws 15 and the bite grooves 25 of the plurality of unit blocks that are stacked on the first unit block are engaged with each other so as to deviate from each other. In this manner, a plurality of unit blocks are vertically stacked in this manner. As a result, the breakwater facilitates the communication of birds through the space between the pillars of the respective unit blocks.

On the other hand, such a breakwater structure is generally built on the bottom of the seabed (riprap) on the seabed to reinforce the seabed topography.

However, since the sandstone used as the foundation ground of the breakwater structure is generally made by shaving the rock on the land, there is a problem that greatly damages the environment of the land.

In addition, when using sandstone obtained from land as a foundation for breakwater structures, pollutants on land may be mixed with sandstone and spread on the seabed. Such pollutants may be released by waves or typhoons to contaminate the marine environment. There is a problem.

In addition, in the case of acquiring the sandstone used as the foundation ground of the breakwater structure from the rock on the land, the cost of acquiring the sandstone and the transportation cost to the sea are considerable, thereby increasing the construction cost of the breakwater structure.

The present invention was devised to solve the above-mentioned problems, and can be stably built on the seabed without using sandstones, and prevents pollution of the land and marine environment due to sandstones, and also reduces the construction cost of breakwater structures. It is an object of the present invention to provide a breakwater structure from which dead stone can be removed.

Breakwater structure in which the dead stone is removed according to an embodiment of the present invention for achieving the above object is formed in a pillar shape, a plurality of pillar members to be inserted; A base support plate having a lower surface supported by the upper end of each pillar member and having a flat surface formed on the upper surface thereof; Breaking member formed on the upper surface of the base support plate; And a cover plate covering an upper surface of the breakwater member.

Each pillar member may be determined in length based on the depth of the support rock at the position of insertion.

Each pillar member may be inserted after flattening the upper surface of the soft ground or support rock that constitutes the sea bottom.

The plurality of pillar members may include a vertical pillar member inserted perpendicularly to the sea bottom.

In addition, the plurality of pillar members, the inclined pillar member is inserted into the bottom surface to be inclined at a set angle; As shown in FIG.

The base support plate may include a plurality of holes in which an upper end of each pillar member is inserted and fixed to the bottom surface thereof.

The base support plate may include a plurality of jaws for fixing the breakwater member formed on the upper surface thereof and preventing separation thereof.

In addition, the base support plate may have at least one groove or protrusion on its upper surface, and the breakwater member may have a protrusion or groove engaged with the groove or protrusion of the base support plate on its lower surface.

The base support plate is formed by arranging a plurality of unit support members side by side, each unit support member is formed of a constant width and length, and has a jaw parallel to each other on both edges of the upper surface, and flat between each jaw May be provided.

Each unit support member may include a horizontal extension member extending horizontally in both lateral directions.

In addition, each unit support member may further include a vertical extension member that extends vertically downward on the lower surface of both sides.

The base support plate is formed by arranging a plurality of unit support members in a zig zag, and each unit support member has a flat top surface, and has at least one groove or protrusion which is engaged with the breakwater member on the top surface. In addition, a lower end of the pillar member may be inserted into and fixed to a lower surface thereof.

The base support plate further includes a coupling member for coupling each unit support member, and each unit support member may be coupled to each other by a coupling member.

The breakwater member is preferably formed by stacking a plurality of unit structures configured to allow the inflow of seawater between at least two sidewalls of the front, rear, left, and right sides.

Breakwater structure in which the dead stone is removed according to another embodiment of the present invention for achieving the above object, the flat surface is formed on the upper surface, the base support plate integrally formed with a plurality of pillars on the lower surface; Breaking member formed on the upper surface of the base support plate; And a cover plate covering an upper surface of the breakwater member.

Each pillar may be inserted after flattening the top surface of the soft ground or supporting rock that constitutes the sea bottom.

The base support plate may include a plurality of jaws for fixing the breakwater member formed on the upper surface thereof and preventing separation thereof.

Further, the base support plate may have at least one groove or protrusion on its upper surface, and the breakwater member may have a protrusion or groove engaged with the groove or protrusion of the base support plate on its lower surface.

The base support plate is formed by arranging a plurality of unit support members side by side, each unit support member is formed of a constant width and length, and has a jaw parallel to each other on both edges of the upper surface, and flat between each jaw The surface is provided, and the several pillar is integrally formed in the lower surface.

Each unit support member may include a horizontal extension member extending horizontally in both lateral directions.

In addition, each unit support member may further include a vertical extension member that extends vertically downward on the lower surface of both sides.

The base support plate is formed by arranging a plurality of unit support members in a zigzag pattern, wherein each unit support member has a flat top surface, and has at least one groove or protrusion which is engaged with the breakwater member on the top surface. At least one pillar may be integrally formed.

The base support plate may further include a coupling member for coupling each of the unit support members, and each unit support member may be coupled to each other by a coupling member.

The breakwater member may be formed by stacking a plurality of unit structures configured to allow the introduction of seawater between at least two sidewalls of front, rear, left, and right.

According to the present invention, it can be stably built on the seabed without using sandstone.

In addition, since the breakwater structure according to the present invention does not use sandstone, it is possible not only to prevent the pollution of the land environment due to the acquisition of the sandstone, but also to prevent the pollution of the marine environment due to the pollution of the sandstone. do.

In addition, since the breakwater structure according to the present invention does not use a sandstone, it is possible to reduce the cost required to acquire and transport the sandstone, and as a result, it is possible to reduce the construction cost of the breakwater structure.

1 shows a schematic view of a breakwater constructed using a unit block for building a breakwater according to the prior art.
Figure 2 shows a perspective view of the breakwater structure from which the grit is removed according to an embodiment of the present invention.
FIG. 3 shows a front view as seen from the direction A of FIG. 2.
4 shows a side view as viewed in the direction B of FIG. 2.
5 is a view showing an example of the installation of the pillar member used in the embodiment of the present invention.
6 is a view showing another example of the installation of the pillar member used in the embodiment of the present invention.
7 is a diagram illustrating an example in which a base support plate is formed by arranging a plurality of unit support members sideways.
8 is a view showing a unit support member for forming the base support plate of FIG.
9 is a view illustrating a bottom surface of the unit support member of FIG. 8.
10 is a view illustrating a form in which the unit support member of FIG. 8 is supported by a plurality of pillar members.
11 is a view showing a perspective view of a breakwater structure from which the dead stone is removed according to another embodiment of the present invention.
12 is a view showing a unit support member for forming the base support plate of FIG.
FIG. 13 is a view illustrating a unit support member of FIG. 12 supported by a plurality of pillar members.
14 is a view illustrating a perspective view of a breakwater structure from which a dead stone is removed according to another embodiment of the present invention.
FIG. 15 is a view illustrating a unit support member for forming the basic support plate of FIG. 14.
FIG. 16 is a view illustrating a unit support member of FIG. 14 supported by a plurality of pillar members.
17 is a view showing an example of forming a unit support member according to another embodiment of the present invention.
18 is a view showing an example of forming a unit support member according to another embodiment of the present invention.
19 is a cross-sectional view illustrating the coupling form of the unit member.
20 is a view illustrating an example of a base support plate formed by combining the unit support members formed by FIGS. 17 and 18.
21 is a view showing an example of a unit structure according to an embodiment of the present invention.
22 is a view showing another example of a unit structure according to an embodiment of the present invention.
FIG. 23 is a view illustrating an example of an adhesive member connecting the unit structure of FIG. 22 to a neighboring unit block.
FIG. 24 illustrates a case in which the unit structures of FIG. 22 are stacked adjacent to each other.
25 is a view showing still another example of a unit structure according to an embodiment of the present invention.
FIG. 26 is a diagram illustrating an example of stacking unit blocks of FIG. 25.

Hereinafter, with reference to the accompanying drawings will be described in detail the breakwater structure from which the grit is removed according to an embodiment of the present invention.

Figure 2 shows a perspective view of the breakwater structure is removed from the grit according to an embodiment of the present invention, Figure 3 shows a front view seen in the direction of A of Figure 2, Figure 4 is a side view viewed from the direction of B of FIG. Indicates.

2 to 4, the breakwater structure from which the dead stone is removed according to an embodiment of the present invention includes a plurality of pillar members 110, a base support plate 120, a breakwater member 130, and a cover plate 140. do.

The plurality of pillar members 110 are formed in a pillar shape and inserted into the sea bottom. At this time, the length of each pillar member 110 is determined based on the support rock in the insertion position of the seabed. That is, when the breakwater structure is built on the soft ground of the seabed terrain, the soft ground may be sunk by the weight of the breakwater structure. In the embodiment of the present invention, in order to prevent the sinking of the soft ground, as shown in FIGS. 5 and 6, a plurality of pillar members 110 may be inserted perpendicularly to the sea bottom. At this time, the length of each pillar member 110 in consideration of the depth to the support rock 114 of the soft ground 112 for the corresponding position, the total length in consideration of the length to be inserted and fixed to the support rock (114) Can be set. That is, when the sea bottom is made of soft ground 112, the surface of the soft ground 112 is flattened as shown in Figure 5, the depth to the support rock 114 under the soft ground 112 The length, thickness, and the like of each pillar member 110 may be determined in consideration of the material, strength, and the like of the soft ground 112 and the support rock 114 into which the pillar members 110 are inserted. In addition, when the bottom of the seabed is made of a support rock 114, as shown in Figure 6 flatten the surface of the support rock rock 114, the configuration of the support rock rock 114 is inserted into each pillar member 110 The length, thickness, etc. of each pillar member 110 may be determined in consideration of materials, strengths, and the like. For this purpose, before constructing the breakwater structure, the depth of the support rock 114 and the material of the soft ground 112 and the support rock 114 for the position to insert each pillar member 110 are measured. This will have to be preceded.

In the drawings, each pillar member 110 is shown as having a cylindrical shape. However, the shape of the pillar member 110 is not limited to a cylindrical shape, of course, may be made of a variety of shapes, such as a polygonal pillar or an elliptical pillar.

In addition, although the drawing has shown and described that the plurality of pillar members 110 are vertically inserted into the sea bottom, it may be inserted into the sea bottom to be inclined at a set angle. For example, when the side wall of the support rock 114 that is inclined at a slope greater than or equal to a value set below the sea bottom in the area where the breakwater structure is installed according to an embodiment of the present invention is vertically inserted into the sea bottom The inclined pillar member may be inserted at an angle set toward the inclined sidewall while the pillar member is inserted.

In addition, the thickness of each pillar member 110 may be variously set according to the position to be inserted into the sea bottom. In addition, the spacing between the pillar members 110 may be variously set according to the installation position thereof. In this case, the overall size of the breakwater structure to be installed, the load of the breakwater structure corresponding to each pillar member 110, the depth of the soft ground 112 corresponding to each pillar member 110, etc. It is preferable to set the thickness of the pillar member 110 and the interval between each pillar member (110).

The base support plate 120 is supported by the upper end of each pillar member 110, the flat surface is formed on the upper surface. In this case, the base support plate 120 may be formed by arranging the plurality of unit support members 121 sideways as shown in FIG. 7. In this case, each support unit member 121 is formed in a constant width and length, as shown in Figure 8, having a jaw 122 parallel to each other on both edges of the upper surface, between each jaw 122 There is formed a flat plane. In addition, as shown in FIG. 9, a plurality of holes 124 are formed in the lower surface of each unit supporting member 121, in which upper ends of the plurality of pillar members 110 are inserted and fixed. At this time, each hole 124 formed on the lower surface of the unit support member 121 is preferably formed to have a diameter or more than the diameter of the corresponding pillar member (110). 7 and 8, each of the unit support members 121 includes a jaw 122 on the upper surface thereof to prevent the breakage member 130 from being separated, and the unit support members 121 are arranged side by side. Although illustrated as forming the base support plate 120, each unit support member 121 may be provided with a groove or a protrusion for fixing the blast member 130, instead of having a jaw 122 on the upper surface. have. In this case, it is preferable that a protrusion or groove corresponding to the groove or the protrusion of the unit support member 121 is provided on the bottom surface of the breakwater member 130.

10 is a view illustrating a form in which the unit support member of FIG. 8 is supported by a plurality of pillar members. Holes 124 formed on the lower surface of the unit support member 121 is to ensure that each unit support member 121 is stably fixed on the pillar member 110, the interval of each hole 124 corresponding It is preferable that the same distance between the pillar members 110 is implemented. In addition, each unit support member 121 is the strength of the soft ground 112 and the support rock 114 in the position where the unit support member 121 is installed, the strength of the breakwater member 130 of the corresponding position, etc. In consideration of the number of holes 124, the width of each hole 124, etc. may be set differently.

As such, by arranging the unit support members 121 side by side, the base support plate 120 for constructing the breakwater structure may be formed. At this time, each unit support member 121 is preferably arranged so that the jaw 122 formed on each upper surface to form a straight line in parallel. In this case, each unit support member 121 may be coupled to each other using a coupling means (see FIGS. 17 to 19) to be described later.

On the upper surface of the base support plate 120 formed by arranging each unit support member 121, a breakwater member 130 is formed. In this case, the breakwater member 130 may be formed by stacking a plurality of unit structures configured to allow the inflow of seawater between at least two sidewalls of front, rear, left, and right. For the shape of such a unit structure, reference is made to the description below.

The cover plate 140 covers the top surface of the breakwater member 130 formed on the top surface of the base support plate 120. The cover plate 140 may be formed of a concrete structure so that a person or a vehicle can be carried, or may be made of a transparent acrylic plate to observe the inner surface of the breakwater member 130. However, the material of the cover plate 140 according to the embodiment of the present invention is not limited to the materials described, and various materials or combinations thereof may be used.

11 is a view showing a perspective view of a breakwater structure from which the dead stone is removed according to another embodiment of the present invention.

Referring to FIG. 11, the breakwater structure from which the dead stone is removed according to an embodiment of the present invention is a horizontal extension member in which the base support plate 120 extends horizontally in both sides in comparison with the breakwater structure from which the dead stone is removed in FIG. 2. 126 may be further included. To this end, each unit support member 121 includes a horizontal extension member 126 extending horizontally in both lateral directions, as shown in FIG. By the horizontal extension member 126 formed as described above, when the unit support member 121 is coupled to the upper ends of the plurality of pillar members 110 as illustrated in FIG. 13, the horizontal extension member 126 is of the seabed type. The top surface will be covered in parallel. Such a horizontal extension member 126 may determine the horizontal extension length in consideration of the constituents of the sea bottom of the area where the breakwater structure according to the embodiment of the present invention is installed. That is, when the sea bottom around the position where the breakwater structure is built is the soft ground 122, and thus the breakwater structure may be settled, the breakwater through the pillar member 110 inserted into the sea bottom from the bottom of the breakwater structure. By supporting the structure and simultaneously extending and extending the horizontal extension member 126, the breakwater structure can be more stably constructed.

14 is a view illustrating a perspective view of a breakwater structure from which a dead stone is removed according to another embodiment of the present invention.

Referring to FIG. 14, the breakwater structure in which the dead stone is removed according to the embodiment of the present invention is vertically extended to extend vertically downward on both bottom surfaces of both sides of the base support plate 120 as compared with the breakwater structure of FIG. 11. (128) may be further included. To this end, each support member 121 includes a vertical extension member 128 extending vertically downward on the lower surface in both sides as shown in FIG. The vertical extension member 128 formed as described above is vertically downward from the upper surface of the seabed terrain when the unit support member 121 is coupled to the upper ends of the plurality of pillar members 110 as shown in FIG. 16. Is inserted. Such a vertical extension member 128 may determine the vertical extension length in consideration of the constituents of the sea bottom of the area where the breakwater structure according to the embodiment of the present invention is installed. That is, when the sea bottom around the position where the breakwater structure is built is the soft ground 122, and thus the breakwater structure may be settled, the breakwater through the pillar member 110 inserted into the sea bottom from the bottom of the breakwater structure. By supporting the structure and at the same time to support the breakwater structure in the vertical position at the periphery of the breakwater structure, the breakwater structure can be built more stably.

17 is a view showing an example of forming a unit support member according to another embodiment of the present invention, Figure 18 is a view showing an example of forming a unit support member according to another embodiment of the present invention.

Referring to FIGS. 17 and 18, the unit support member 121 may be divided into two parts or divided into three parts. At this time, each divided portion of the unit support member 121 is provided with a connecting portion 123 for connecting with each other, it may include a coupling member 125 for connecting each connecting portion 123. At this time, each connecting portion 123 is formed to a depth greater than the thickness of the coupling member 125 is implemented so that a portion of the coupling member 125 does not protrude to the outside when the coupling member 125 is inserted into the connection portion 123 It is preferable. That is, as shown in FIG. 19, when the coupling member 125 is inserted into and coupled to the connection portion 123 formed in the divided portion of each unit member, the upper surface thereof preferably forms a plane having the same height as the periphery. The connection part 123 and the coupling member 125 may be used as a means for connecting the respective unit support members 121. That is, as shown in FIG. 20, the respective parts forming the unit support member 121 are arranged in a zig zag, and a connection boundary line where the pieces meet each other is connected to the connection portion 123 and the coupling member 125. Can be connected via Thus, by dividing the unit support member 121 into a plurality of parts, it is easy to transport each unit support member 121 to the seabed area, and is installed on the lower surface of each divided part according to the load of the breakwater structure. The number of pillars can be adjusted differently, and the load of the breakwater structure can be widely distributed.

In addition, the upper surface of the unit support member 121, instead of forming the jaw 124 to prevent the separation of the break member 130, at least one groove or protrusion may be formed to engage with the break member 130. . In this case, it is preferable that protrusions or grooves corresponding to the grooves or protrusions of the unit support member 121 are provided on the bottom surface of the breakwater member 130. 17 to 20 illustrate cylindrical grooves 127 formed on the upper surface of each unit support member 121. However, the means for fixing the breakwater member 130 to the unit support member 121 is not limited to the cylindrical grooves or protrusions, various modifications will be possible. 17 to 20, the unit support member 121 is divided into two or three parts, and each divided part is illustrated and described as being zigzag coupled with the parts of the other unit support member 121. The above parts may be combined to form a unit support member 121, and each of the parts may be combined with other parts of the other unit support member 121 in a zigzag manner. In addition, the unit support member 121 is formed in a rectangular plate shape and the unit support member 121 itself may be combined with other unit support members 121 in a zigzag to form a base support plate 120.

In addition, the coupling means for coupling portions constituting the unit support members 121 to each other or coupling the unit support members 121 to each other is not limited to the coupling means 123 and 125 shown and described, Modified coupling means may be used.

21 is a view showing an example of a unit structure for forming a breakwater member according to an embodiment of the present invention.

Referring to FIG. 21, the unit structure 400 stands up four side frames 410 having a lattice shape, joins the bottom frame 420 having a lattice shape to the bottom of each side frame 410, and then has a side surface. The upper frame 430 of the grid shape to fill the container 440 including a plurality of spherical or polyhedral to be filled in a frame consisting of the frame 410 and the bottom frame 420, and cover the plurality of spherical or polyhedron It may be bonded to the top of each side frame 410. At this time, the side frame 410, the bottom frame 420 and the top frame 430 may be formed by arranging a plurality of vertical members or a plurality of horizontal members at regular intervals instead of having a grid shape. In this case, the side frame 410, the bottom frame 420 and the top frame 430 is preferably made of stainless steel or reinforced concrete with excellent corrosion resistance.

The unit structures 400 formed as described above are arranged in plural, and the unit structures 400 are stacked again thereon in several layers to form a breakwater structure. In this case, when the two or more unit structures 400 are bonded together, the joining surfaces of the respective unit structures 400 may be fixed to each other using a joining member (not shown). In addition, the bonding member may be bonded by fixing at least one unit structure 400 to the upper surface of the support plate 110. In addition, when stacking the unit structure 400 of the other layer on the unit structure 400 listed in one layer, between the layer and the layer of the unit structure 400 can be stacked so that each unit structure 400 alternately In addition, the bonding surfaces of the stacked unit structures 400 may be bonded using a bonding member. By stacking the plurality of unit structures 400 in this manner, the seawater can be distributed between the front, rear, left, and right sides through the gaps between the receptors 440.

22 is a view showing another example of a unit structure according to an embodiment of the present invention.

Referring to FIG. 22, the unit structure 500 may include a body portion 510, a top recess 530, a side recess 550, a communication hole 570, and a corner recess 590.

Body portion 510 is provided in a polyhedral shape, as shown in Figure 22 may have one or more grooves 590 in each corner and vertex in the body portion 510 of the rectangular parallelepiped shape. At this time, each of the corners of the body portion 510 may be provided with a groove portion 590 in a spherical shape of 1/4, each vertex may be provided with a groove portion 590 in a spherical shape of 1/8. have. Therefore, the recess 590 provided at the corner is coupled to the corner recess 590 of the neighboring unit structure 500 to form a hemispherical hollow, and the recess 590 provided at the vertex is a unit of neighboring breakwater. It can be combined with the vertex recess 590 of the unit to form a quarter or hemispherical hollow.

The body 510 may be made of a concrete material, and may be made by injecting concrete into a mold provided with a protrusion having a shape corresponding to the groove 590 so that the groove 590 of the corner and the vertex is formed. .

Of course, the body portion 510 may form the body portion 510 by pre-forming a shape in which the inside is emptied and filling concrete, mortar, gravel, sand, and the like. At this time, after manufacturing the metal frame (frame) in the shape of the body portion 510, the unit structure 500 may be manufactured by combining the mold separated by welding or coupling means.

In some cases, seawater may be filled in the mold of the breakwater unit according to the present invention and then stacked to form a breakwater. At this time, it is possible to reduce the consumption of the raw material of the breakwater unit unit, it may be easy to transport and move.

Body portion 510 is preferably a ratio of width, length, height may be provided in a ratio of 2: 1: 1, in some cases may be provided in a ratio of 1: 1: 1. Of course, the shape of the body portion 510 or the size of each portion is not limited to the above ratio, various modifications can be made.

The surface of the body portion 510 may be provided as a curved surface. That is, when the waves collide with the surface of the unit structure 500, the effect of being dispersed by the curved surface may be increased.

The side surface of the body portion 510 may be provided with a top recess 530 that is hollow to a predetermined depth groove. At this time, the upper groove 530 is formed with a diameter of more than the diameter of the cylindrical adhesive member 535 as shown in Figure 23, it is to be dug to a depth of 1/2 or more of the length of the cylindrical adhesive member 535 desirable. The upper recess 530 is bonded to the adhesive member 535 by using concrete, acrylic, glue, etc., about 1/2 of the length thereof, and the remaining length of the adhesive member 535 is adjacent to the unit structure stacked. The upper recess 530 or the side recess 550 is fitted to bind the unit structures to each other. In some cases, the adhesive member 535 may be integrally formed with the upper recess 530.

The upper recess 530 may be fitted into a communication hole 570 provided on the other side of the body 510. Therefore, the side recess 550 and the communication hole 570 of the unit structure 500 according to the present invention may be provided in the same size, any one or more may be provided.

Here, the upper groove 530, the side groove 550 and the communication hole 570 may have the same function, may be called the same meaning in some cases. Therefore, the upper groove 530, the side groove 550 and the communication hole 570 may be replaced with any one.

The upper recess 530 and the side recess 550 may be provided corresponding to the shape of the adhesive member 535, and may be provided in a cylindrical or various shapes such as a '+' shape to further increase the coupling force.

The side recess 550 to the communication hole 570 may be formed integrally with the body 510, and may be provided through a separate cutting process after forming the body 510.

The communication hole 570 communicates with the opposite side from one side of the body portion 510, and also communicates with each of the corner recesses 590 so as to pass a portion of the wave that collides with the body portion 510. Accordingly, waves entering the inlet 171 of the communication hole 570 is reduced along the communication path between the exit of the communication hole 570, the wave energy is reduced, the advanced wave is another communication hole of the neighboring unit structure 570 is entered.

The communication hole 570 may have a different size of the inlet and the outlet, and the communication path between the inlet and the outlet may be provided in an oblique form or a curved form. Therefore, by increasing the area and time that the waves come into contact with each other while passing through the communication path, it is possible to effectively absorb and disperse the wave energy.

The communication hole 570 may function not only to pass the wave, but also to the adhesive groove 535 or the side groove 550 to be fitted with the adhesive member 535 described above.

In addition, the communication hole 570 may have a different size for each unit structure 500. For example, the size of the communication hole 570 of the unit structure that primarily meets the wave may be provided the largest, and the size of the communication hole 570 of the unit structure that meets the wave second may be provided small.

In addition, the size of the communication hole 570 may occupy at least 1/2 of the surface area of the side of the body portion 510. The larger the size of the communication hole 570, the waves impinging on the breakwater unit can be easily communicated through the interior of the unit structure 500.

The corner groove or the corner groove of the body portion 570 is provided with a corner groove portion and a vertex groove portion 590. That is, the corner recess 590 and the vertex recess 590 are combined with the recess 590 of the neighboring unit structure to form a hollow, and the hollow becomes a movement path of waves. Accordingly, the recessed portions 590 may be provided with hemispherical hollows in combination with neighboring unit structures, and the hollows may communicate with the communication holes 570 to pass waves.

The corner recess 590 and the vertex recess 590 may have a curved surface having a predetermined curvature, and in some cases, may be provided as a rectangular recess.

As described above, when a plurality of unit structures 500 are stacked as illustrated in FIG. 24, voids are generated between unit structures of neighboring breakwaters to absorb or disperse wave energy while passing some waves through the voids. The effect can be obtained.

25 is a view showing still another example of a unit structure according to an embodiment of the present invention.

Referring to FIG. 25, a unit structure 800 according to an embodiment of the present invention may include a unit structure frame 810, a plurality of supports 820, a structure 830, and a connection groove 840.

The unit structure frame 810 is made of a reinforcement, concrete, etc. in the shape of a cube, a plurality of supports 820 are installed toward the center point at each corner of the unit structure frame 810. In this case, a spherical structure 830 made of concrete, rebar, etc. is positioned at the central position of the unit structure frame 810, and the length of each support 820 may be determined according to the radius of the spherical structure 830. . At this time, each support 820 is installed at a predetermined distance from the surface of the spherical structure 830 located in the center of the unit structure frame 810, the spherical structure 830 can be rotated by wave pressure, blue, etc. It is preferably implemented to. In addition, a connection groove 840 may be provided on a surface of each corner of the unit structure frame 810 to connect with a neighboring unit structure. At this time, the connection groove 840 may be implemented in a fine shape by a depth set in a circular shape, it can be connected to other unit structures using a cylindrical adhesive member 535 as shown in FIG. An example of connecting such unit structures is illustrated in FIG. 26. Here, each unit structure 800 has a connection groove 840 at each corner, and is shown as being connected in parallel with each other unit structure 800 using a cylindrical adhesive member 535. However, any one unit structure 800 has a connecting groove 840 at each corner, and the other unit structure has a connecting groove at a half point of each side, so that each unit structure in the horizontal or vertical direction It can also be connected to each other by 1/2 length in the direction.

However, the shape of the unit structure used in the breakwater structure according to the embodiment of the present invention is not limited to the shape of the unit structure shown in Figs. 21 to 26, the shape of connecting the upper plate and the lower plate by a predetermined number of pillars It is a matter of course that the shape of the unit structure is variously applied to have a distribution path of seawater.

Claims (24)

A plurality of pillar members formed in a pillar shape and inserted into the sea bottom;
A base support plate having a lower surface supported by an upper end of each of the pillar members and having a flat surface formed on the upper surface thereof;
Breaking member formed on the upper surface of the base support plate; And
A cover plate covering an upper surface of the breakwater member;
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The base support plate is formed by arranging a plurality of divided unit support members to form a unit support member, and a plurality of the unit support members are arranged side by side, and includes a coupling member for coupling each of the divided unit support members to each other. ,
Each unit support member is formed in a constant width and length, the upper surface is made flat,
Each of the divided unit support members has at least one connection groove formed at an edge thereof to be joined to the other divided unit support members by fitting the coupling member at an edge thereof.
The connection groove is a breakwater structure is removed from the dead stone, characterized in that formed in a depth greater than the thickness of the coupling member. The method of claim 1,
Each of the pillar members is a breakwater structure with a dead stone is removed, characterized in that the length is determined based on the depth of the support rock at the position of insertion. The method of claim 2,
Each of the pillar members is a breakwater structure with a dead stone removed, characterized in that inserted into the planarized upper surface of the soft ground or supporting rock constituting the bottom surface. The method of claim 1, wherein the plurality of pillar members,
A vertical column member inserted perpendicular to the sea bottom;
Breakwater structure from which the grit is removed, comprising a. The method of claim 4, wherein the pillar member,
An inclined pillar member inserted into the sea bottom so as to be inclined at a set angle;
Breakwater structure from which the grit is removed, further comprising a. The method of claim 1, wherein the base support plate,
Breakwater structure structure is removed, characterized in that it comprises a; a plurality of holes in which the upper end of each of the pillar member is fixed to the lower surface. The method of claim 1, wherein the base support plate,
A plurality of jaws for fixing the breakwater member formed on an upper surface thereof and preventing separation;
Breakwater structure from which the grit is removed, comprising a. The method of claim 1,
The base support plate has at least one groove or protrusion on the upper surface,
The breakwater member is a breakwater structure with a dead stone is removed, characterized in that the lower surface has a projection or groove that is engaged with the groove or the projection of the base support plate. The method of claim 1,
Each of the unit support members has jaws parallel to each other on both edges of the upper surface, the breakwater structure is removed stone structure, characterized in that the flat between each jaw. 10. The method of claim 1 or 9,
The base support plate is a breakwater structure is removed stone, characterized in that it comprises a horizontal extension member extending horizontally in each side in both directions. The method of claim 10,
The base support plate is a breakwater structure is removed stone structure, characterized in that it further comprises a vertical extension member which extends vertically downward on the lower surface of both sides. The method of claim 1, wherein each of the unit support members,
It is formed by arranging two or more divided unit support members, and arranged in a divided unit support member and a zig zag of another unit support member to be joined,
Each of the divided unit support members has a flat upper surface, and has at least one groove or protrusion engaged with the breakwater member on the upper surface thereof, and a plurality of holes into which the upper end of the pillar member is inserted and fixed. Breakwater structure from which the deadstone is removed. delete The method of claim 1,
The breakwater member is a breakwater structure with a dead stone removed, characterized in that formed by stacking a plurality of unit structures made to enable the inflow of seawater between at least two of the front, rear, left and right. A base having a flat surface formed on an upper surface thereof, and having a plurality of pillars integrally formed on the lower surface thereof;
Breaking member formed on the upper surface of the base support plate; And
A cover plate covering an upper surface of the breakwater member;
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The plurality of pillars formed on the bottom surface of the base support plate is inserted into the sea bottom surface,
The base support plate is formed by arranging a plurality of divided unit support members to form a unit support member, and a plurality of the unit support members are arranged side by side, and includes a coupling member for coupling each of the divided unit support members to each other. ,
Each unit support member is formed in a constant width and length, the upper surface is made flat,
Each of the divided unit support members has at least one connecting groove formed at an edge thereof with the coupling member fitted thereto to be joined to another divided unit support member.
The connection groove is a breakwater structure is removed from the dead stone, characterized in that formed in a depth greater than the thickness of the coupling member. 16. The method of claim 15,
Each of the pillars is a breakwater structure removed from the sandstone, characterized in that inserted into the flattened upper surface of the soft ground or supporting rock constituting the bottom surface. The method of claim 15, wherein the base support plate,
A plurality of jaws for fixing the break-proof member formed on the upper surface, and preventing separation;
Breakwater structure from which the grit is removed, comprising a. 16. The method of claim 15,
The base support plate has at least one groove or protrusion on the upper surface,
The breakwater member is a breakwater structure with a dead stone is removed, characterized in that the lower surface has a projection or groove that is engaged with the groove or the projection of the base support plate. 16. The method of claim 15,
Each of the unit support members has jaws parallel to each other on both edges of the upper surface, the breakwater structure is removed stone structure, characterized in that the flat between each jaw. The method of claim 15 or 19,
The base support plate is a breakwater structure is removed stone, characterized in that it comprises a horizontal extension member extending horizontally in each side in both directions. 21. The method of claim 20,
The base support plate is a breakwater structure is removed stone structure, characterized in that it further comprises a vertical extension member which extends vertically downward on the lower surface of both sides. The method of claim 15, wherein each of the unit support members,
It is formed by arranging two or more divided unit support members, and arranged in a divided unit support member and a zig zag of another unit support member to be joined,
Each of the divided unit support members has a flat top surface, and has at least one groove or protrusion engaged with the breakwater member on the top surface, and at least one pillar is integrally formed on the bottom surface. This removed breakwater structure. delete 16. The method of claim 15,
The breakwater member is a breakwater structure with a dead stone removed, characterized in that formed by stacking a plurality of unit structures made to enable the inflow of seawater between at least two of the front, rear, left and right.

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