KR20040090619A - Assembly breakwater using blocks - Google Patents

Abstract

PURPOSE: A breakwater using assembly blocks is provided to shorten a term of works and to cut down the cost by easily laying the assembly blocks having a plurality of seawater flow-through holes to smoothly pass the seawater into and out of a harbor. CONSTITUTION: A breakwater using assembly blocks(20) comprises a support body(10) and the assembly block. A closed lower end of the support body is fixed at the lower side of the sea-bottom and an opened upper end is installed higher than the surface of the seawater and the support body has guide projections(12) protruded at the predetermined width on the outer periphery along the longitudinal direction and a support projection(14) protruded outward with receiving the guide projections at the outer periphery having the proper height facing upward from the sea-bottom. The assembly block is inserted to slide up and down along the support body and the guide projections and laid on the support projection in order by a combining hole(22) penetrating vertically the center portion of the assembly block and a guide groove(24) formed around the outer periphery of the combining hole and the block has an inclined unit(26) formed in the front side to guide the waves to both sides and damp the strength of the waves. The support bodies laid with the assembly blocks are arranged on the seat-bottom at constant intervals in a row, installed in zigzag to the open sea on the sea-bottom, and then each upper part of the support bodies is connected and fixed by fixing members.

Description

Breakwater using building blocks {ASSEMBLY BREAKWATER USING BLOCKS}

The present invention relates to a breakwater for stably protecting various vessels and various facilities in the harbor by blocking the waves coming from the open sea (sea), in particular, since the breakwater is easily constructed using an assembly block during construction of the breakwater. The present invention relates to a breakwater using an assembly block that can shorten the construction period and prevent water pollution in the harbor by smoothly distributing seawater in the harbor partitioned by the construction of the breakwater.

In general, a port for connecting maritime traffic and land transportation is securely anchored by various vessels equipped with facilities necessary for the location conditions of the sea and land, for example, port facilities, transportation facilities, storage facilities, factory facilities, amphibious contact facilities and breakwaters. This will provide convenience for unloading and loading passengers and cargo.

As such, breakwaters are installed in the outlying areas of the harbor, and these breakwaters block the blue waves of large or small waves driven by the wind from the sea far from the land. By maintaining the calm water, it serves to reliably protect various vessels and facilities in the port.

In other words, breakwaters built on the outskirts of the port are constructed based on the sea floor, and these breakwaters are suitable for the topography of the port to be built (e.g., the condition of the sea floor, the intensity of the waves, and the difference between tides). Various construction methods are known so that the conventional breakwater construction method is divided into an upright agent, an inclination agent, and a hybrid agent in which the upright agent and the inclination agent are mixed. Lost

The erect construction method is a construction method that combines a rectangular caisson made of a concrete material on the top of the seabed for the construction of the breakwater, the slope construction method is the upward direction from the bottom An appropriate amount of sandstone or tetrapod is laminated so as to have a predetermined height, that is, a position higher than the level of the sea level, and at the same time for the outside contacting with the blue water coming from the open sea and the inside contacting with the seawater in the harbor. It is configured to have a slope of.

As such, the breakwater using the upright and inclined construction method can protect the various vessels and facilities by keeping the sea water calm in the harbor by blocking the blue waves coming from the open sea by using the contact surface of the right angle or the inclined angle. On the other hand, the above-mentioned uprights and sloped breakwaters do not have a structure for smoothly distributing seawater out of the port. As it is mixed with domestic sewage, the water quality is contaminated and the natural ecosystem is damaged.

Of course, in order to circulate the seawater stagnant in the port out of the port, the incision was made by a predetermined width at an arbitrary position of the breakwater constructed by the erecting agent and the inclining agent construction method so that the seawater could pass through the cut-out part. Although the flow path was made and used, this is not only the initial construction cost for the construction of the breakwater, but also requires additional construction to form the flow path. With three flow paths, there was a limit in improving the water pollution in the port because it could not distribute the seawater in the port and the seawater outside the port smoothly.

Therefore, as a part of solving the problems of the breakwater made of the above-mentioned upright and inclining agent construction method, a hybrid construction method using a mixture of upright and inclination agent is used. By using the sandstone of (捨 石) to form a sandstone layer laminated at a suitable height in the upward direction from the sea bottom, where the highest height of the sandstone layer is constructed to be below the sea level.

In addition, the upper end portion of the sandstone layer has a predetermined inclined surface on the inner and outer portions of the sandstone layer in contact with blue water coming from the open sea or in contact with the seawater in the harbor while forming a horizontal state through a separate compaction operation.

In addition, a rectangular caisson made of a concrete material is installed higher than the sea level at the upper portion of the sandstone layer, wherein the seawater in the harbor and the seawater outside the harbor are circulated by the difference between the bays. A ball was formed to prevent the seawater from stagnating.

However, in the process of circulating the seawater in the harbor using the seawater distribution hole provided in the breakwater of the hybrid construction method of the above had the following problems.

First, when combining a rectangular caisson having a plurality of seawater distribution holes on the top of the sandstone layer constructed to have an appropriate height on the top of the sea bottom to form a breakwater, the inside of the harbor based on the sandstone layer to which the caisson is coupled The seabed is formed relatively lower than the maximum height of the sandstone.

Therefore, due to the difference in tidal sea caused by natural phenomena, the seawater inside the harbor passes through the seawater distribution hole formed out of the harbor, and the seawater inside the harbor has a higher water level than the height of the sandstone layer. Only seawater passes out of the port through the seawater distribution hole formed in the caisson, and the seawater lying at the water level lower than the height of the sandstone layer is not allowed to pass out of the port due to limited movement by the sandstone layer and remains stagnant in the harbor. Done.

As such, the seawater in the harbor remaining between the maximum height of the sandstone in the seabed in the harbor is mixed with the sewage used for domestic life from the land, or the wastewater used in the factory, causing eutrophication. As it was polluted, the harbor's natural ecosystem was damaged.

In addition, the above-mentioned breakwater of the hybrid construction method is constructed in the first step of the sandstone layer using the inclined construction method for the sea bottom to be built, and then the rectangular construction using the upright formulation construction method in the subsequent secondary construction. Since the caisson must be combined with the upper part of the sandstone layer, the work process must be accompanied, resulting in relatively inconvenient workability than the upright or inclined building method, as well as an increase in construction cost as the construction period increases.

The present invention has been made to solve the above problems, the purpose is to block the blue waves coming from the open sea when the breakwater is constructed to stably protect the various vessels and facilities in the port, and also due to differences in tidal By simply and conveniently stacking the building blocks with a large number of seawater distribution holes so that the seawater can move smoothly inside and out of the harbor, seawater distribution can reduce construction costs by shortening the construction period due to breakwater construction. To provide an assembly block for.

In the present invention, when the breakwater is constructed, the support bodies are arranged in a row so as to have a constant interval on the sea bottom, and the supports having proper intervals in the outward sea direction are arranged in a zigzag manner, and then each support is sequentially By forming a predetermined space so that the seawater can be distributed between the assembly block and the assembly block and the seabed and stacked on the surface of the assembly, the seawater flowing through the difference between the tidal and the seawater distribution hole formed in the assembly block and the support installed on the bottom The purpose is to create a nature-friendly environment by maintaining a clean state in which the sewage flowed from the land does not remain on the sea floor inside the port as it is distributed in and out of the port through the gap and the space between the building blocks and the sea floor. .

In order to achieve the above object, the present invention provides a breakwater that is constructed from the bottom to the upper side so as to protect the various ships and various facilities in the harbor by blocking the waves coming from the open sea, which is sealed in the downward direction of the bottom The lower end is fixed and has an appropriate length so that the open upper end is installed higher than the sea level, and a guide protrusion is formed to protrude a predetermined width along the longitudinal direction at the outer periphery thereof, and has an appropriate height upward from the sea bottom. A support protrusion formed to support the guide protrusion on the outer periphery and protrude in an outward direction; It has a fastening hole vertically penetrated at the center and a guide groove at the outer periphery of the fastening hole so as to be slidably fitted in the up and down direction with respect to the support and the guide protrusion, and to be sequentially stacked on the support protrusion. An assembly block having an inclined portion to induce the pushing blue waves to both sides and to attenuate the intensity of the blue waves; And arranging the supports in a row so as to have a predetermined interval on the sea bottom, and installing the supports in a zigzag form on the sea bottom having a proper distance in the outer sea direction from the supports provided in the row, and then the top of each support as a fixing member. To be connected and fixed to each other.

1 is an exploded perspective view showing the configuration of the breakwater using the assembly block according to the present invention.

Figure 2 is a perspective view showing a bonding state of the breakwater using the assembly block according to the present invention.

Figure 3 is a plan view of a state installed on the sea floor breakwater using the assembly block of the present invention.

4 is a cross-sectional view taken along the line A-A of FIG.

Figure 5a is a front view showing another embodiment of the assembly block according to the breakwater using the assembly block of the present invention, Figure 5b is a cross-sectional view taken along line B-B of Figure 5a.

Figure 6 is a perspective view showing another embodiment of the breakwater using the assembly block according to the present invention.

Figure 7 is a cross-sectional view showing another embodiment of the support according to the breakwater using the assembly block of the present invention.

8 is a front view showing another embodiment of the breakwater using the assembly block according to the present invention.

＊ Explanation of symbols for main part of drawing ＊

10: support 12: guide protrusion

14: support protrusion 20: assembly block

26: inclined portion 28: seawater distribution hole

30: fixing member 40: buffer member

Hereinafter, an embodiment of a breakwater using an assembly block according to the present invention will be described with reference to the accompanying drawings.

1 and 2 are an exploded perspective view and a perspective view showing the configuration of the breakwater using the assembly block according to the present invention, Figure 3 is a plan view of a state installed the breakwater using the assembly block of the present invention, Figure 4 is It is AA sectional drawing of FIG.

Breakwater using the assembly block according to the invention large hollow support 10 is fixed to have a suitable length on the bottom surface, the assembly block 20 and the hollow support to be laminated while being sequentially inserted into the support 10 10 is divided into a fixing member 30 for fixing while interconnecting.

The hollow support 10 is fixed while reaching the position of the rock from the ground forming the bottom direction, that is, the bottom surface 1 in the closed state of the bottom, the upper end of the support 10 Has an appropriate length so that it is located above sea level in the open state.

The guide protrusion 12 protrudes outwardly by a predetermined width along the longitudinal direction of the support 10 on the outer circumferential portion of the support 10, and the guide on the outer circumferential side of the lower side of the support 10. Support protrusions 14 are formed to receive the protrusions 12 and protrude in an outward direction, where the support protrusions 14 formed on the support 10 have an appropriate height upward from the bottom surface 1, that is, the bottom surface. The space S for passing the seawater in contact with (1) is formed.

Of course, the height for forming the space portion S between the support protrusion 14 and the sea bottom 1 of the support 10 is the topographical characteristics of the port (for example: the state of the sea bottom, the intensity of the blue and the tidal tides). It is possible to adjust the height in consideration of the difference), and most preferably it is best to use the height from the bottom 1 to the support projections 14 to about 100 ~ 120㎝.

The assembly block 20 has a fastening hole 22 perpendicular to the center and a guide groove 24 formed at an outer circumference of the fastening hole 22, wherein the fastening hole 22 is a support 10. The guide groove 24 is fitted to be slidable in the up and down directions, and the guide groove 24 is slidably inserted in the guide protrusion 12 formed in the support 10 to the support 10. The assembly block 20 is stacked on top of the support protrusion 14 formed on the support 10 while the left and right movement is limited.

In addition, the front of the assembly block 20, that is, in front of the blue wave of large or small waves pushed by the wind from the sea far from the land induces blue to the left and right of the assembly block 20 and at the same time An inclined portion 26 having an appropriate inclination is formed to form a planar state so as to gradually attenuate the intensity. Of course, it will be appreciated that the inclined portion 26 can be used in a flexible curved form.

In addition, each support 10 is installed on the sea bottom 1, which is installed in a line with each support 10 in a line at a position close to the land, and the sea bottom 1 Zigzags each support 10 on the sea bottom 1 with a proper distance from the support 10 installed in a row to the outer sea side direction, and then supports each support 10 installed on the sea bottom 1. ) It is made to fix while connecting the upper portion to each of the fixing member (30). Of course, the installation step for fixing the fixing member 30 to each support 10 is made after the assembly block 20 is laminated on the support 10 to an appropriate height.

Thus, after each support 10 is installed in a zigzag and in a row on the bottom surface 1, the assembly block 20 is sequentially stacked on each support 10 to serve as a breakwater, which is By installing the support 10 in a zigzag and in a row on the sea bottom 1 against the blue waves coming from the open sea, the blue waves pushed from the open sea are spaces between the supports 10 installed in a zigzag, that is, the support 10 The assembly block 20 stacked on the assembly block 20 passes through the space between the lower side of the support body 10 is not laminated.

In addition, the space between the supports 10 installed in a row at the rear, that is, the space between the assembly block 20 stacked on the support 10 and the lower side of the support 10 in which the assembly block 20 is not laminated The intensity of the blue wave is gradually attenuated while passing through the secondary, which is an assembly block 20 in which the spacing of the support 10 having the assembling block 20 installed in a row on the sea bottom 1 is zigzagly arranged on the sea bottom 1. Since the intensity of blue waves pushed out from the open sea is gradually attenuated by the space gradually decreasing due to the interval between the supports 10 having a), the sea level in the harbor is calm and various vessels and facilities are stable. Will be protected.

Meanwhile, a plurality of seawater distribution holes 28 penetrate horizontally so that seawater can be distributed from the front of the assembly block 20 to the rear, and the seawater distribution holes 28 are located in front of the assembly block 20. It penetrates to have an appropriate size from the predetermined position to the rear of the inclined portion 26 formed to be symmetrical left and right. Of course, the seawater distribution hole 28 is formed so as not to communicate with the fastening hole 22 vertically penetrated in the center of the assembly block 20 and the guide groove 24 formed on the outer periphery of the fastening hole 22. .

As such, the seawater distribution hole 28 formed in the assembly block 20 passes an appropriate amount of seawater in contact with the inclined portion 26 formed in front of the assembly block 20 to the rear of the assembly block 20. The inflow of blue waves from the open sea is subdivided to attenuate the intensity of blue waves. Of course, the seawater passing from the front of the assembly block 20 to the rear through the seawater distribution hole 28 again passes through the seawater distribution hole 28 from the rear of the assembly block 20 to the front of the assembly block 20. do.

On the other hand, at a predetermined position of the seawater distribution hole 28 formed in the assembly block 20, as shown in Figure 5a and 5b, the direction of seawater flowing through the seawater distribution hole 28 is switched to zigzag seawater A plurality of partitions 29 having a predetermined space portion 29a are formed to have a constant distance from each other so as to attenuate the entry speed of the.

In other words, one end of the partition wall 29 through which the seawater passing through the seawater distribution hole 28 is first contacted is fixed to an upper side of the inner surface of the seawater distribution hole 28, and the other end of the partition wall 29 is seawater. The partition 29a has a space portion 29a so that the seawater introduced into the distribution hole 28 can move, and the partition wall 29, which is installed in the seawater distribution hole 28 in succession, is opposite to the partition wall 29 contacting the seawater first. One end is fixed to the lower side of the inner surface of the seawater distribution hole 28 to achieve the direction, the other end of the partition 29 is formed in front of the seawater distribution hole 28 by forming the space portion 29a so that seawater can move Seawater introduced from the zigzag along the space portion (29a) formed in the plurality of partitions (29) will be attenuated the entry speed.

In the present invention, two partitions 29 are formed in a set inside the seawater distribution hole 28, but two partitions 29 may be repeatedly formed in consideration of the topographical characteristics of the harbor. It is known in advance.

On the other hand, the assembly block 20 for sequentially stacking on the support projections 14 of the support 10 has a separate mechanical load due to its own load according to the unit area has a weight that can not be moved manually by the operator A device (for example, a crane for lifting or moving a heavy object) may be used. The assembly block 20 carried by such a mechanical device (not shown) may be horizontally stacked on the support 10. The mounting grooves 27 bisecting their own weight of the assembly block 20 are formed to face each other at an upper portion of the assembly block 20, and a wire connected to a mechanical device is disposed at the center of the mounting grooves 27. The hook ring 27a is provided so that one end of the () is fitted.

Of course, when the one assembly block 20 is fitted to the support 10, the stacking is completed, the locking ring 27a is hooked into the seating groove 27 formed in the upper portion of the assembly block 20 (27a) ) Is accommodated, which is the upper end of the assembling block 20 and the lower end of the assembling block 20 in the process of sequentially stacking the assembly block 20 to the support 10 to be stacked in a vertical direction. This is to remove the jamming phenomenon.

6 is a shock absorbing member 40 which has its own elastic force at the rear of the assembly block 20 fitted in the upper and lower directions to the support 10, the shock absorbing member 40 is the assembly block 20 Between the plurality of seawater distribution holes 28 passing through the front and rear of the) having an appropriate size is installed to protrude to the rear side.

That is, the shock absorbing member 40 provided at the rear of the assembly block 20 absorbs and absorbs the shock transmitted to the ship while making contact with the side portions of the ship when the various ships (not shown) entering the harbor are moored. This will prevent the ship from breaking. Here, the buffer member 40 may be fastened in various configurations to the rear of the assembly block 20, but preferably screwed one side of the shock absorbing member 40 in contact with the rear of the assembly block 20. It will be most desirable to combine.

Meanwhile, another embodiment for increasing the supporting force of the support 10 installed in the vertical direction on the sea bottom surface 1 is shown in FIG. 7, which is a lower end closed through the open top of the support 10. After interposing a plurality of reinforcing bars 16 having a suitable interval to each other, the concrete mortar (16a) with excellent rigidity is put between the plurality of reinforcing bars 16 interposed inside the support 10 to cure for a predetermined time It is made to increase the strength of the support (10).

Of course, the plurality of reinforcing bar 16 is interposed in the interior of the support 10 in a fixed state by the belt-shaped fastening member 16b having a predetermined thickness and a plurality of inner surface of the support 10 An appropriate space is provided between the reinforcing bars 16 by the fastening member 16b. Therefore, the concrete mortar 16a is normally introduced into the support 10 to increase the strength of the support 10.

In addition, another embodiment of the breakwater using the assembly block according to the present invention is shown in Figure 8, which is the fixing member 30 for fixing while connecting each support 10 installed in the sea bottom (1), respectively By installing a rectangular reinforcement slab 50 having an appropriate thickness at the top, not only increases the bearing capacity of the fixing member 30 for fixing each support 10, but also when the various ships anchor in the harbor, It will provide convenience for unloading and loading cargo.

Hereinafter, after installing the breakwater using the assembly block according to the present invention on the sea floor, it will be described a process in which seawater is distributed in and out of the harbor by the difference between tidal.

First, the support 10 is installed in a row and a zigzag form at regular intervals on the sea bottom 1 of the outer region for forming the harbor. The lower end of the support 10, that is, the support protrusion of the support 10 The support 10 for the blue traveling direction as the guide protrusion 12 formed in the downward direction from 14 and the lower end of the support 10 is fixed while reaching the position of the rock in the downward direction of the sea bottom 1 In addition to increasing the bearing capacity of the seabed surface 1, the support 10 is fixed to the seabed surface (1) provided in and out of the harbor can maintain the initial state without a change in height.

As such, after fixing the supports 10 in a row and zigzag form on the bottom surface 1, the assembly blocks 20 are fitted to the respective supports 10, which are inclined provided in front of the assembly block 20. After the part 26 faces the external sea, the assembly block using a separate mechanical device (not shown) in a state in which a wire (not shown) is fastened to a catching ring 27a provided at an upper portion of the assembly block 20. By lifting the horizontal state 20 in a simple but convenient way from the top of the support 10 to the downward direction, the construction period can be shortened and the construction cost can be reduced.

That is, the fastening hole 22 formed in the center of the assembly block 20 and the guide groove 24 formed on the outer periphery of the fastening hole 22 are the support 10 and the guide protrusion formed on the support 10. The support protrusion 14 of the support 10 is stacked on the bottom of the support 10 while being slidably fitted in the upper and lower directions at the same time as the support 12. By forming the space S having an appropriate height from the upper part of (1), the seawater moved by the difference between tides can be smoothly distributed in and out of the harbor through the space S.

In addition, the assembly block 20 stacked on the support 10 is also arranged in a line and zigzag form at regular intervals with each other, as with each support 10, the sea water moved by the difference between the interlining and zigzag It is distributed in and out of the port through the gap formed in the form of.

As such, when a blue wave of large and small waves is pushed out of the open sea as a breakwater using an assembling block 20 for protecting various facilities in the port while dividing the outer area of the port, the blue is zigzag-assembled block 20 And the first hit the supporter 10 and the sofa, which is a blue wave guided to both sides by the inclined portion 26 formed in the front of the assembly block 20 and the seawater distribution hole 28 formed in the inclined portion (26) At the same time, blue waves along the inclined portion 26 and the seawater distribution hole 28 cause the blue intensity to be gradually attenuated by the inclined portion 26 and the seawater distribution hole 28, thus being assembled in a zigzag form. Passes at intervals of block 20.

In addition, the zigzag blue block passing through the assembly block 20 and the support 10 is placed on the rear side of the assembly block 20 and the support 10, the sofa is secondary sofa, which is the above-mentioned assembly block As in (20), the wave attenuated by the inclined portion 26 formed in the front of the assembly block 20 and the seawater distribution hole 28 formed in the inclined portion 26 is guided to both sides and at the same time the inclined portion 26 and Since the blue waves along the seawater distribution hole 28, the intensity of the blue is gradually attenuated by the inclined portion 26 and the seawater distribution hole 28, the interval between the assembly block 20 is arranged in a line Will pass. Of course, the spacing between the assembly blocks 20 and the support 10 arranged in a row is narrower than the spacing between the assembly blocks 20 and the support 10 arranged in a zigzag form, so that the first pass of the blue The intensity can be further attenuated (see FIG. 3).

On the other hand, the breakwater using the assembly block 20 to protect the various facilities in the harbor by blocking the blue waves pushed from the open sea, and to distribute the seawater in the harbor out of the harbor by the difference of tidal sea.

That is, the seawater in the harbor is distributed in front of the assembling block 20 through the seawater distribution hole 28 at the rear of the assembling block 20 stacked on the support 10 or in line with the sea bottom 1. Each of the supports 10 and the assembly block 20 installed in a zigzag is distributed out of the harbor, where the support projections 14 of the support 10 of the seawater stored in the sea bottom 1 in the harbor Sea water in the harbor corresponding to the space portion S between the sea bottom surface 1 and the support protrusions 14 formed on the support 10, which does not pass through the assembling block 20 stacked on the space block ( It is circulated without remaining in the upper portion of the sea bottom (1) through S).

Therefore, if domestic sewage from the land or wastewater used in factories is mixed with the seawater in the port, when the seawater is distributed due to the difference between the tides caused by natural phenomena, the seawater in the port is not stagnant in the port. As nutrients do not occur as it is distributed, seawater in the harbor can be kept clean and create a natural environment.

As described above, the breakwater using the assembly block according to the present invention is installed in a row so that the supporters have a constant interval on the sea bottom, and a support having a proper distance in the outward sea direction is installed in the sea bottom by zigzag. Then, by forming a predetermined space portion so that the seawater can be distributed between the assembly block and the assembly block and the seabed surface sequentially stacked on each support, the seawater circulated by the difference between tidal water formed in the assembly block As it flows in and out of the port through the space between the support and the assembly block installed on the ball and the bottom of the sea, the sewage from the land is kept clean on the bottom of the port. It is to have an effect that can be formed.

In addition, the breakwater using the assembly block according to the present invention is fixed to the sea surface, the assembly block having a plurality of seawater distribution holes on the support slidably coupled to the up and down direction to build a breakwater, construction period It not only shortens, but also has the effect of reducing construction costs.

As described above, one embodiment of a breakwater using an assembly block according to the present invention has been described, but the present invention is not limited thereto, and modifications may be made within the scope of the claims.

Claims (7)

In the breakwater that is constructed in the upper direction from the sea bottom to block the blue waves coming from the open sea to protect various vessels and facilities in the port, The lower end of the sea bottom is fixed in a downward direction while having an appropriate length so that the open top is installed higher than the sea level, and a guide protrusion is formed to protrude a predetermined width along the longitudinal direction at the outer periphery thereof, A support protrusion formed to protrude in an outward direction while receiving the guide protrusion on the outer periphery having an appropriate height in the upward direction; It has a fastening hole vertically penetrated at the center and a guide groove at the outer periphery of the fastening hole so as to be slidably fitted in the up and down direction with respect to the support and the guide protrusion, and to be sequentially stacked on the support protrusion. An assembly block having an inclined portion to induce the pushing blue waves to both sides and to attenuate the intensity of the blue waves; And Supports in which the assembling blocks are stacked are arranged in a row to have a predetermined distance on the sea bottom, and the assembling blocks are stacked on the sea bottom having an appropriate interval in the outer sea direction from the support in which the assembling blocks are arranged in a row. After the installation in a zigzag form, the upper portion of each support to be connected to each other by a fixing member to be fixed; Breakwater using an assembly block, characterized in that. The method of claim 1, Break through the assembly block, characterized in that through the open top of the support through a plurality of reinforcing bars having an appropriate interval to the closed bottom, the concrete mortar is put into the open top of the support to cure. The method of claim 1, Breakwater using an assembling block, characterized in that further mounting a rectangular reinforcement slab having a suitable thickness on top of the fixing member. The method of claim 1, Characterized in that the seawater in contact with the inclined portion of the assembly block to pass the appropriate amount of seawater to the rear of the assembly block or a plurality of seawater distribution holes to pass the appropriate amount of seawater from the rear of the assembly block forward Breakwater using assembly blocks. The method of claim 4, wherein By using the assembly block further comprises a plurality of partitions having a predetermined space portion so as to zigzag the seawater entering the seawater distribution hole in the proper position of the seawater distribution hole to attenuate the speed of seawater entry breakwater. The method of claim 1, It is formed so that the mounting grooves bisected their own weight of the assembly block on the upper part of the assembly block so as to be fitted to the support and the guide protrusion by moving the assembly block in a horizontal state, the hook is installed in the seating groove Breakwater using an assembly block characterized in that. The method of claim 1, Breakwater using an assembly block, characterized in that further mounting a cushioning member having an elastic force in the rear of the assembly block.