KR20140041326A - Truss block, truss block assembly, and method for constructing the same - Google Patents

Abstract

The present invention relates to a truss block which is used to construct a retaining wall and a bank to prevent damage caused by disasters, a truss block assembly, and a method for constructing the same. The truss block includes first and third column blocks on which a plurality of unit blocks including a first connection hook is piled and a plurality of connection bars including a second connection hook. The first and third column blocks have fixed intervals therebetween and are arranged in a triangular structure. The connection bars may connect the first and third column blocks arranged in the triangular structure to be detachable by connecting the first connection hook and the second connection hook. [Reference numerals] (AA) Supporting force; (BB,DD) Dispersion force; (CC) External force

Description

Truss block, truss block assembly, and method for constructing the same

The present invention relates to a truss block and a truss block assembly, and more particularly to a truss block, truss block assembly and their construction method applied to the retaining wall and embankment to prevent damage caused by disaster.

Currently, on our planet, various natural disasters such as floods, earthquakes, and tsunamis occur frequently.

In particular, as we enter the 21st century, the scale of natural disasters has grown so large that they are causing a lot of damage to the world.

However, due to the lack of effective methods and technologies to prevent natural disasters, the damage is increasing day by day, and nowhere in the world can be found in areas that are safe from natural disasters. .

In particular, when the tsunami hits the lowland coast due to the earthquake generated by the sea, it is inevitable that the tsunami has been helped, and the place where the tsunami was swept is so devastating that the traces of the facility and the human body cannot be found. The original recovery was almost impossible.

Therefore, in order to prevent damage caused by such natural disasters, the concrete retaining wall or embankment using reinforcing bars was attempted, but there was a problem in that a long construction period and a huge construction cost were required.

As a method for solving such a problem, a technique of constructing a retaining wall or an embankment by combining concrete blocks without using reinforcing bars has been developed.

1A and 1B are views showing a retaining wall structure in which concrete blocks are combined according to the prior art, FIG. 1A shows a retaining wall structure using a hexagonal column block, and FIG. 1B shows a retaining wall structure using a square column block. Drawing.

As shown in Figure 1a, the retaining wall structure using the hexagonal column block, the cross-section of each unit block (1) is formed mostly hexagonal, S-shaped connecting portion (2) at regular intervals on the outer peripheral surface of each unit block (1) ) Is formed, and the S-shaped connecting portion 2 of each unit block 1 forms a whole retaining wall structure by mutually coupling with other unit blocks adjacent to each other.

For example, when the cross section of each unit block 1 is formed in a hexagon, six S-shaped connecting portions 2 may be formed on the outer circumferential surface of each unit block 1.

In addition, as shown in FIG. 1B, in the retaining wall structure using the rectangular columnar block, a cross section of each unit block 1 has a quadrangle, and an S-shaped connecting portion 2 is formed on both outer peripheral surfaces of each unit block 1. Is formed, and the S-shaped connecting portion 2 of each unit block 1 is combined with other unit blocks adjacent to each other, thereby forming the entire retaining wall structure.

For example, when the cross section of each unit block 1 is formed in a square, two S-shaped connecting portions 2 may be formed on the outer circumferential surface of each unit block 1.

Therefore, each unit block 1 can be constituted by the S-shaped connecting portion 2 by mutual coupling with other unit blocks adjacent to each other.

Here, the shape of the block assembly may vary depending on the number of S-shaped connecting portions 2 formed in each unit block 1.

However, in the retaining wall structure configured as described above, protrusions 3 are present at the ends of the S-shaped connecting portions 2 formed in the unit blocks 1, so that the unit blocks 1 are tightly coupled to each other. The clearance between the unit blocks 1 in the horizontal direction may be small.

Therefore, when an external vibration such as an earthquake occurs, adjacent unit blocks 1 can easily collapse because the adjacent unit blocks 1 do not rotate with each other.

In addition, since the retaining wall structure according to the prior art is not a truss structure, the bending strength is very low due to the material properties of the cement concrete material. Therefore, when constructing a large structure or a high-rise building, a reinforcement or steel having a high bending strength must be used to There was an inconvenience to reinforce the shortcomings.

In addition, the retaining wall structure according to the prior art is a form in which the columnar unit blocks are repeatedly coupled, and a separate connecting member is not integrally inserted between the columnar unit blocks, and only the columnar unit blocks are joined to each other to form the retaining wall. Since the construction, not only consumes a lot of concrete materials, but also increases the working time, there is a problem that the cost of building the retaining wall increases.

Therefore, in the future, there is a demand for a technique and a method capable of easily and simply constructing a strong retaining wall or dike at a low cost.

Technical problem to be achieved by one embodiment of the present invention, by forming a truss structure using the column blocks arranged in a triangular structure and connecting bars connecting them, the durability is improved, easy and simple durable retaining wall at low cost and An object of the present invention is to provide a truss block, a truss block assembly, and a method of constructing the dike.

According to an embodiment of the present invention, a truss block includes a plurality of connecting bars including first to third pillar blocks in which a plurality of unit blocks including a first fastening hook are stacked, and a second fastening hook. The first to third pillar blocks are arranged in a triangular structure at regular intervals, and the plurality of connection bars are formed in a triangular structure through fastening of the first fastening hook and the second fastening hook. The first to third pillar blocks may be detachably fastened to each other.

Here, the unit block may include a cylindrical body and a plurality of first fastening hooks formed at regular intervals along the outer circumferential surface of the body.

The first to third pillar blocks may be configured by stacking a plurality of unit blocks in a vertical direction and arranged in a horizontal direction to form a triangular structure.

Subsequently, the connecting bar has second fastening hooks formed at both end portions thereof, and the second fastening hook of the connecting bar is detachable to any first fastening hook, among the first fastening hooks of the first to third pillar blocks. To be tightened.

In addition, a plurality of connecting bars may be stacked between pillar blocks adjacent to each other among the first to third pillar blocks to connect the pillar blocks.

Here, the number of connecting bars connecting the adjacent pillar blocks may be smaller than the number of unit blocks constituting the pillar block, and the thickness of the connecting bars may be larger than the height of the unit blocks constituting the pillar blocks. have.

The number of connecting bars connecting adjacent pillar blocks may be greater than the number of unit blocks constituting the pillar blocks, and the thickness of the connecting bars may be smaller than the height of the unit blocks constituting the pillar blocks. have.

Subsequently, the thickness of the connection bar is equal to the height of the unit block constituting the pillar block, and the connection bar may be alternately arranged with the unit blocks constituting the pillar block.

In some cases, the thicknesses of adjacent connecting bars may be different from each other.

The connecting bar may include a first connecting bar connecting the first pillar block and the second pillar block, a second connecting bar connecting the second pillar block and the third pillar block, and a third pillar block and the first pillar block. It may include a third connecting bar for connecting, and a fourth connecting bar connected to the first, second, and third connecting bars.

Here, the first, second, third connection bars, the second fastening hook is formed on both ends of the connection bar, and the third fastening hook is formed on the intermediate end of the connection bar, and is engaged with the fourth connection bar, The fourth connecting bar has a Y-shape in which a fourth fastening hook is formed at an end thereof, and the fourth fastening hook can correspond to the third fastening hook of the first, second and third connecting bars, respectively. have.

In addition, the connection bar may include a second fastening hook formed at both ends of the connection bar, and a plurality of protrusions formed at an intermediate end of the connection bar and protruding symmetrically from each other.

Next, the truss block assembly according to an embodiment of the present invention, the plurality of unit blocks including a first fastening hook (hook) is stacked, the first to third pillar blocks arranged in a triangular structure with a predetermined interval And a second fastening hook, and through the fastening of the first fastening hook and the second fastening hook, the first to third pillars arranged in a triangular structure are configured of a plurality of connecting bars that are detachably fastened respectively. A unit truss block is included, and a plurality of unit truss blocks can be detachably fastened in the transverse direction and / or the longitudinal direction to form a honey structure.

In addition, the truss block construction method according to an embodiment of the present invention, in the construction method of the truss block including a unit block including a first fastening hook (hook), and a connecting bar including a second fastening hook, Stacking a plurality of unit blocks including a first fastening hook to form first to third pillar blocks, arranging the first to third pillar blocks in a triangular structure, and including a second fastening hook Inserting the connecting bar, between the first to third pillar blocks, between the two pillar blocks, and may comprise the step of fastening the second fastening hook to the corresponding first fastening hook.

Subsequently, in the method of constructing a truss block assembly according to an embodiment of the present invention, in the method of constructing a truss block assembly including a plurality of unit truss blocks, a plurality of unit blocks including a first fastening hook is included. The first to third pillar blocks are stacked and arranged in a triangular structure with a predetermined interval, and the second fastening hook, and through the fastening of the first fastening hook and the second fastening hook, Preparing a unit truss block consisting of a plurality of connecting bars that are detachably fastened to each of the first to third pillars, and the plurality of unit truss blocks are fastened in the transverse direction and / or longitudinal direction, the honey ( honey) to form a structure.

The present invention, by forming a truss structure using the column blocks arranged in a triangular structure and connecting bars connecting them, there is an effect that does not easily deform or collapse compared to the prior art that filled the concrete inside the block.

In particular, the present invention uses truss blocks to easily and simply construct a strong retaining wall and embankment at low cost, so that when there is an impact on the outside, stretching, contraction, and inequality between the pillar block and the connecting bar can be achieved. Even when settlement or the like occurs, the external force can be elastically dispersed, so that it is not easily deformed or collapsed.

In addition, the present invention, by using the column blocks arranged in a triangular structure and connecting bars connecting them, the construction is very easy to shorten the construction period at a speed of about 2 to 30 times more than the prior art, As a result, the construction cost is 30 to 40% cheaper than conventional.

In addition, the present invention, when performing the installation and roofing of the slab, there is an effect that can be built up to the building facilities in harmony with the surrounding natural landscape.

1a and 1b is a view showing a retaining wall structure combined with concrete blocks according to the prior art
2A and 2B show a truss block according to a first embodiment of the present invention.
3a to 3e is a view comparing the thickness of the connection bar and the height of the unit block
4a to 4c is a view showing the dispersion of external force according to the external impact
5A and 5B show a truss block according to a second embodiment of the present invention.
6A and 6B show a truss block according to a third embodiment of the present invention.
7 shows a truss block assembly according to the present invention.
8 is a flow chart showing a construction process of the truss block according to the present invention.
9 is a flow chart showing the construction process of the truss block assembly according to the present invention.

Hereinafter, the present invention will be described in more detail with reference to the drawings.

The suffix "module" and " part "for components used in the following description are given merely for ease of description, and the" module "and" part "

BRIEF DESCRIPTION OF THE DRAWINGS The above and other features and advantages of the present invention will be more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG.

As used herein, terms used in the present invention are selected from general terms that are widely used in the present invention while taking into account the functions of the present invention, but these may vary depending on the intention or custom of a person skilled in the art or the emergence of new technologies. In addition, in certain cases, there may be a term arbitrarily selected by the applicant, in which case the meaning thereof will be described in the description of the corresponding invention. Therefore, it is intended that the terminology used herein should be interpreted based on the meaning of the term rather than on the name of the term, and on the entire contents of the specification.

Figure 2a and 2b is a view showing a truss block according to the first embodiment of the present invention, Figure 2a is a view showing that the pillar block and the connection bar is fastened, Figure 2b is a unit block and the connection bar of the pillar block is separated Figure showing.

As shown in FIGS. 2A and 2B, the truss block 100 may include first, second, and third pillar blocks 10a, 10b, and 10c and a plurality of connection bars 30. .

Here, each pillar block 10 has a structure in which a plurality of unit blocks 15 including a first fastening hook 13 are stacked.

The first, second, and third pillar blocks 10a, 10b, and 10c may be arranged in a triangular structure at regular intervals.

Subsequently, the connecting bar 30 includes a second fastening hook 31, wherein the first fastening hook 31 of the connecting bar 30 is connected to the first fastening hook 13 of the unit block 15. Through fastening, the first, second, and third pillar blocks 10a, 10b, and 10c arranged in a triangular structure may be detachably fastened, respectively.

Next, the unit block 15 may include a cylindrical body 14 and a plurality of first fastening hooks 13 formed at regular intervals along the outer circumferential surface of the body 14.

Here, the through hole 11 may be formed in the central region of the body 14.

At this time, the reason for forming the through hole 11 is to reduce the weight of the unit block 15 itself, and later, by filling another material into the through hole 11, the rigidity of the unit block 15 It is also to increase.

The first fastening hook 13 has a protrusion 13a protruding obliquely at an angle along the outer circumferential surface and an insertion groove 13b having a shape inserted into the body 14 adjacent to the protrusion 13a. It can be configured as.

In some cases, the body shape of the unit block 15 is not limited to a cylinder, but may be made of an elliptic cylinder, a triangular cylinder, a polygonal cylinder, or the like.

Therefore, the through hole 11 formed at the center of the body of the unit block 15 may also be manufactured in the same shape according to the shape of the body.

Subsequently, the first, second, and third pillar blocks 10a, 10b, and 10c may be configured by stacking a plurality of unit blocks 15 in a vertical direction, which may be arranged in a horizontal direction to form a triangular structure.

Here, the number of unit blocks 15 stacked on each pillar block 10 is not limited to three as shown in the figure, and can be stacked in various numbers.

Next, the connecting bar 30, the second fastening hook 31 may be formed on both side ends, respectively, the second fastening hook 31 of the connecting bar 30, the first, second, third pillar Among the first fastening hooks 13 of the blocks 10a, 10b, 10c, they may be fastened to be detachable to any first fastening hook 13.

Here, the second fastening hooks 31 and 33 of the connecting bar 30 are protrusions 31a and 33a protruding bent so as to be inserted into the insertion groove 13b of the unit block 15, and the unit block 15. It may be composed of the insertion groove (31b, 33b) is inserted into the projection (13a) of.

In addition, among the first, second, and third pillar blocks 10a, 10b, and 10c, a plurality of connection bars 30 are stacked between the pillar blocks 10 adjacent to each other, such that the pillar blocks 10 are stacked. Can connect them.

Here, the connection bar 30 may include a first connection bar 30a connecting the first and second pillar blocks 10a and 10b and a second connection connecting the second and third pillar blocks 10b and 10c. It may include a connecting bar 30b and a third connecting bar 30c connecting the first and third pillar blocks 10a and 10c.

In the drawing, two connection bars 30 are stacked, but not limited thereto, and may be stacked in various numbers.

Here, the stacking number of the connection bar 30 may vary depending on the stacking number of the unit block 15.

For example, the number of connection bars 30 connecting the adjacent column blocks 10 may be smaller than the number of unit blocks 15 constituting the column block 10.

In this case, the thickness of the connection bar 30 may be different from the height of the unit block 15 constituting the pillar block 10.

3A to 3E are views comparing the thickness of the connection bar and the height of the unit block.

As shown in FIG. 3A, when the number of connecting bars 30 connecting the adjacent column blocks 10 to each other is smaller than the number of unit blocks 15 constituting the pillar block 10, the connecting bars 30. The thickness t of 30 may be larger than the height h of the unit block 15 constituting the pillar block 10.

In other cases, the number of connecting bars 30 connecting the adjacent column blocks 10 may be greater than the number of unit blocks 15 constituting the column blocks 10.

In this case, as shown in FIG. 3B, the thickness t of the connection bar 30 may be smaller than the height h of the unit block 15 constituting the pillar block 10.

As another example, as shown in FIG. 3C, the thickness t of the connection bar 30 may be equal to the height h of the unit block 15 constituting the pillar block 10.

Here, the connection bar 30 may be alternately arranged with the unit blocks 15 constituting the pillar block 10.

As another example, as illustrated in FIGS. 3D and 3E, the thicknesses t of adjacent connection bars 30 may be different from each other.

As shown in FIG. 3D, the thickness t1 of the connection bar 30 may be equal to the height h of the unit block 15 constituting the pillar block 10.

Here, the connection bar 30 may be alternately arranged with the unit blocks 15 constituting the pillar block 10.

In addition, a connection bar 30 having a thickness t2 may be disposed above and below the connection bar 30 having a thickness t1, where the thickness t1 may be larger than the thickness t2.

In addition, as shown in FIG. 3E, the thickness t1 of the connection bar 30 may be equal to the height h of the unit block 15 constituting the pillar block 10, and may be between the connection bars 30 having the thickness t1. A connecting bar 30 having a thickness t2 may be disposed at the same.

At this time, the thickness t1 may be larger than the thickness t2.

Here, the connection bar 30 having a thickness t2 may be arranged to be alternate with the unit blocks 15 constituting the pillar block 10.

As such, the stacking number of the connection bars 30 may vary according to the stacking number of the unit blocks 15, and the connection bar 30 may include the unit blocks 15 constituting the column block 10. Since it can be arranged staggered, the fastening force between the connecting bar 30 and the pillar block 10 is large, even if an impact is applied in the horizontal direction, there is an advantage to withstand.

In addition, since the truss structure of the present invention has a triangular structure, even when there is an impact on the outside, even if there is an elongation, contraction, uneven settlement, etc. between the pillar block 10 and the connecting bar 30, the external force Because it can elastically disperse, it does not easily deform or collapse.

4A to 4C are diagrams showing the dispersion of external force according to an external impact. As shown in FIGS. 4A to 4C, when the truss block 100 of the present invention is arranged in a triangular structure, the external force due to external impact is shown. When applied to the truss block 100, the force of the external force is dispersed so that it is not easily deformed or collapsed.

For example, as shown in FIG. 4A, when an external force such as a compressive force is applied to the truss block 100 by a natural disaster such as an earthquake, the external force can be elastically dispersed through the connecting bar 300. Strong support for the deformation does not occur.

In addition, as shown in FIG. 4B, when an external force such as an extension force is applied to the truss block 100 due to a natural disaster such as an earthquake, the external force may be elastically dispersed through the connecting bar 300. Strong bearing capacity does not cause deformation.

And, as shown in FIG. 4C, when an external force such as an uneven settlement is applied to the truss block 100 by a natural disaster such as an earthquake, the external force can be elastically dispersed through the connecting bar 300, so that Strong bearing capacity does not cause deformation.

5a and 5b is a view showing a truss block according to a second embodiment of the present invention, Figure 5a is a view showing that the pillar block and the connection bar is fastened, Figure 5b is a unit block and the connection bar of the pillar block is separated Figure showing.

As shown in FIGS. 5A and 5B, the truss block 200 is connected to the first, second, and third pillar blocks 10a, 10b, and 10c, to the plurality of connecting bars 50, and to a Y connection. Bar 70 may be included.

Here, since the 1st, 2nd, 3rd pillar blocks 10a, 10b, 10c have the same structure as FIG. 2A, detailed description is abbreviate | omitted.

In addition, the connection bar 50 may include first, second, and third connection bars 50a, 50b, and 50c.

Here, the first connecting bar 50a connects the first pillar block 10a and the second pillar block 10b, and the second connecting bar 50b connects the second pillar block 10b and the third pillar. The block 10c is connected, and the third connection bar 50c may connect the third pillar block 10c and the first pillar block 10a.

Subsequently, the Y connecting bar 70 may be connected to the first, second and third connecting bars 50a, 50b, and 50c.

In addition, the first, second, and third connection bars 50a, 50b, and 50c may include the second fastening hooks 51 and 53 formed at both ends of the connection bar 50 and the middle of the connection bar 50. It may include a third fastening hook 55 is formed at the end and fastened to the Y connecting bar (70).

Here, the second fastening hooks 51 and 53 of the connecting bar 50 may include protrusions 51a and 53a which protrude and bend to be inserted into the insertion grooves of the unit block 15, and protrusions of the unit block 15. It may be composed of the insertion groove (51b, 53b) is inserted.

Then, the third fastening hook 55 of the connecting bar 50 is a projection 55a protruding bent so as to be inserted into the insertion groove portion 71b of the fourth fastening hook 71 of the Y connecting bar 70. The insertion portion 55b into which the protrusion 71a of the fourth fastening hook 71 of the Y connecting bar 70 is inserted may be formed.

Subsequently, the Y connecting bar 70 may have a Y shape in which a fourth fastening hook 71 is formed at an end thereof.

Here, the fourth fastening hook 71 may be fastened to the third fastening hooks 55 of the connection bars 50.

Thus, since the truss block of the second embodiment is configured to include a Y connecting bar 70 is fastened to the connecting bar 50, it can have a durability that can withstand a very strong external impact.

6A and 6B are views illustrating a truss block according to a third embodiment of the present invention, and FIG. 6A is a view showing that a pillar block and a connecting bar are fastened, and FIG. 6B is a view showing that a unit block and a connecting bar of a pillar block are separated. Figure showing.

As shown in FIGS. 6A and 6B, the truss block 300 may include first, second and third pillar blocks 10a, 10b and 10c and a plurality of connection bars 90. .

Here, since the 1st, 2nd, 3rd pillar blocks 10a, 10b, 10c have the same structure as FIG. 2A, detailed description is abbreviate | omitted.

In addition, the connection bar 90 may include first, second, and third connection bars 90a, 90b, and 90c.

Here, the first connecting bar 90a connects the first pillar block 10a and the second pillar block 10b, and the second connecting bar 90b connects the second pillar block 10b and the third pillar. The block 10c is connected, and the third connection bar 90c may connect the third pillar block 10c and the first pillar block 10a.

In addition, the first, second, and third connection bars 90a, 90b, and 90c may include the second coupling hooks 91 and 93 formed at both ends of the connection bar 90 and the middle of the connection bar 90. It may be formed in the stage, and include a plurality of protrusions 95 protruding symmetrically from each other.

Here, the second fastening hooks 91 and 93 of the connecting bar 90 may include protrusions 91a and 93a protruding bent so as to be inserted into the insertion grooves of the unit block 15, and protrusions of the unit block 15. It may be composed of the insertion groove (91b, 93b) is inserted.

Thus, in the truss block of the third embodiment, the protrusion 95 is formed symmetrically at the intermediate end of the connection bar 90, so that the connection bar 90 forms a stable structure and disperses the external force in the protrusion direction. It can be made to have a durability to withstand a very strong external impact.

7 shows a truss block assembly according to the invention.

As shown in Figure 7, the truss block assembly, a plurality of unit truss blocks can be detachably fastened in the transverse and / or longitudinal direction, to form a honey structure (honey).

Here, the unit truss block may include a plurality of pillar blocks 10 and a plurality of connection bars 30.

In addition, the pillar block 10, a plurality of unit blocks 15 including the first fastening hook is stacked, it may be arranged in a triangular structure with a predetermined interval.

The connecting bar 30 includes a second fastening hook, and the second fastening hook of the connecting bar 30 is arranged in a triangular structure through fastening with the first fastening hook of the column block 10. Each of the blocks 10 may be detachably fastened.

Therefore, the use of this structure truss block assembly makes it easy and simple to construct a strong retaining wall and embankment at low cost, so that when there is an external impact, elongation, contraction, and uneven settlement between the column block and the connecting bar can be achieved. Even when such occurrence occurs, the external force can be elastically dispersed, so that it is not easily deformed or collapsed.

In addition, since the truss block assembly uses pillar blocks arranged in a triangular structure and connecting bars connecting them, construction of the truss block can be very easy and the construction period can be shortened, resulting in low construction cost.

8 is a flowchart showing a construction process of the truss block according to the present invention.

As shown in FIG. 8, a unit block including a first fastening hook and a connection bar including a second fastening hook are prepared.

Subsequently, a plurality of unit blocks including the first fastening hook are stacked to form first to third pillar blocks.

The formed first to third pillar blocks are arranged in a triangular structure (S13).

Next, the truss block is constructed by inserting a connecting bar including a second fastening hook between two column blocks among the first to third pillar blocks and fastening the second fastening hook to the corresponding first fastening hook. (S15)

Thus, the truss block to be constructed is a truss structure by using the column blocks arranged in a triangular structure and connecting bars connecting them, so that the durability is improved, easy and simple to build a strong retaining wall and embankment at low cost can do.

9 is a flow chart showing the construction process of the truss block assembly according to the present invention.

As shown in FIG. 9, first, a plurality of unit truss blocks are assembled (S20).

Here, the unit truss block, a plurality of pillar blocks and a plurality of connecting bars, the pillar block, a plurality of unit blocks including a first fastening hook can be stacked and arranged in a triangular structure, the connecting bar, It includes two fastening hooks, the second fastening hook of the connecting bar through the fastening with the first fastening hook of the column block, each of the column blocks arranged in a triangular structure can be detachably fastened.

In this way, the assembled plurality of unit truss blocks are prepared, and then the plurality of unit truss blocks are fastened in the transverse direction and / or in the longitudinal direction (S23).

The plurality of unit truss blocks are repeatedly fastened to form a truss block assembly in a honey structure.

Thus, this invention comprised can build the retaining wall of the concrete truss structure excellent in the safety and earthquake resistance which can endure a strong external environment.

In addition, the present invention can prevent damages such as tsunamis, tornadoes, floods, desertification, etc. when building retaining walls and embankments of hexagonal building concrete truss structures in coastal, river, and land desert areas, in particular, concrete pillar blocks Since the connecting bar formed between the two is bound in the hinge (hinge), when the earthquake occurs, it has a flexible (flexible) elastic function can be greatly improved shock resistance.

In addition, since the present invention can construct a truss block having an equilateral triangle structure and a truss block assembly having a regular hexagon structure having a stable shape, the present invention can be very safe in terms of geometry and structural engineering.

In addition, since the assembly is formed in a hexagonal building shape, when the inter-layer slab and roof construction together, it can be utilized as a building facility that goes well with the surrounding landscape.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is clearly understood that the same is by way of illustration and example only and is not to be construed as limiting the scope of the invention as defined by the appended claims. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the present invention.

10: pillar block 11: through hole
13: 1st fastening hook 14: body part
15: unit block 30, 50, 90: connection bar
31, 33: 2nd fastening hook 55: 3rd fastening hook
70: Y connecting bar 95: protrusion

Claims (18)

First to third pillar blocks including a plurality of unit blocks including a first fastening hook; And,
A plurality of connecting bars comprising a second fastening hook,
The first to third pillar blocks,
At regular intervals, arranged in a triangular structure,
The plurality of connection bars,
Truss block, characterized in that by fastening the first fastening hook and the second fastening hook, the first to third pillar blocks arranged in the triangular structure detachably fastened. The method of claim 1, wherein the unit block,
A cylindrical body,
Truss block, characterized in that it comprises a plurality of first fastening hooks are formed at a predetermined interval, along the outer peripheral surface of the body. The truss block according to claim 2, wherein a through hole is formed in a central region of the body. The method of claim 1, wherein the first to third pillar blocks,
The plurality of unit blocks are stacked in a vertical direction,
Truss block, characterized in that arranged in a horizontal direction to form the triangular structure. The method of claim 1, wherein the connection bar,
Second fastening hooks are formed at both ends, respectively,
The second fastening hook of the connecting bar,
Truss block, characterized in that fastened to be detachable to any of the first fastening hook, of the first fastening hook of the first to third pillar blocks. The method of claim 1, wherein the connection bar,
Truss block, characterized in that the plurality of the first to third pillar blocks are stacked between adjacent pillar blocks, connecting the pillar blocks. The method of claim 6, wherein the number of the connecting bars connecting the adjacent pillar blocks,
Truss block, characterized in that less than the number of unit blocks constituting the pillar block. The method of claim 7, wherein the thickness of the connecting bar,
Truss block, characterized in that greater than the height of the unit block constituting the pillar block. The method of claim 6, wherein the number of the connecting bars connecting the adjacent pillar blocks,
Truss block, characterized in that more than the number of unit blocks constituting the pillar block. The method of claim 9, wherein the thickness of the connecting bar,
Truss block, characterized in that less than the height of the unit block constituting the pillar block. The method of claim 6, wherein the thickness of the connecting bar,
Is equal to the height of the unit block constituting the pillar block,
The connection bar may include:
Truss block, characterized in that the staggered arrangement with the unit blocks constituting the pillar block. 7. The truss block according to claim 6, wherein thicknesses of the adjacent connecting bars are different from each other. The method of claim 1, wherein the connection bar,
A first connection bar connecting the first pillar block and the second pillar block;
A second connection bar connecting the second pillar block and the third pillar block;
A third connecting bar connecting the third pillar block and the first pillar block; And,
And a fourth connecting bar connected to the first, second and third connecting bars. The method of claim 13, wherein the first, second, third connecting bars,
Second fastening hooks formed at both ends of the connection bar;
A third fastening hook formed at an intermediate end of the connection bar and fastened to the fourth connection bar;
The fourth connecting bar is,
A fourth fastening hook is formed at the end of the Y shape,
The fourth fastening hook is truss block, characterized in that fastening corresponding to the third fastening hook of the first, second, third connection bars respectively. The method of claim 1, wherein the connection bar,
Second fastening hooks formed at both ends of the connection bar;
And a plurality of protrusions formed at an intermediate end of the connection bar and protruding symmetrically from each other. A plurality of unit blocks including a first fastening hook, and first to third pillar blocks arranged in a triangular structure at regular intervals;
Comprising a second fastening hook, and through the fastening of the first fastening hook and the second fastening hook, consisting of a plurality of connecting bars that are detachably fastened to the first to third pillars arranged in the triangular structure, respectively A unit truss block,
And a plurality of said unit truss blocks are detachably fastened in the transverse direction and / or the longitudinal direction, so as to form a honey structure. In the construction method of the truss block including a unit block including a first fastening hook (hook), and a connecting bar including a second fastening hook,
Stacking a plurality of unit blocks including the first fastening hooks to form first to third pillar blocks;
Arranging the first to third pillar blocks in a triangular structure;
Inserting a connecting bar including the second fastening hook between two of the first to third pillar blocks, and fastening the second fastening hook to the corresponding first fastening hook; Construction method of the truss block, characterized in that consisting of. In the construction method of the truss block assembly comprising a plurality of unit truss blocks,
A plurality of unit blocks including a first fastening hook, and first to third pillar blocks arranged in a triangular structure at regular intervals;
Comprising a second fastening hook, and through the fastening of the first fastening hook and the second fastening hook, consisting of a plurality of connecting bars that are detachably fastened to the first to third pillars arranged in the triangular structure, respectively Preparing a unit truss block; And,
And forming a honey structure by fastening a plurality of unit truss blocks in a transverse direction and / or in a longitudinal direction to form a honey structure.

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