KR20040038440A - A Facing panel for reinforced earth wall and its construction method - Google Patents

Abstract

PURPOSE: A block-prefabricated type reinforced earth retaining wall panel is provided to improve the efficiency on construction. CONSTITUTION: The block-prefabricated type reinforced earth retaining wall panel contains: two or more unit blocks(B1,B2) composed of a front side which forms the outside of a retaining wall, a rear side contacted to a reinforced earth body, and a floor and an upper side provided with many retreated grooves(1) and perforated holes, and both sides; a connector(10) interposed to the perforated hole while many unit blocks(B1,B2) are piled up; and a coupler fastened to both sides or one side of the connector(10) to couple many unit blocks(B1,B2).

Description

Block-mounted reinforced earth wall and its construction method and panel support reinforcement {A Facing panel for reinforced earth wall and its construction method}

The present invention relates to a reinforced soil retaining wall panel and a construction method thereof, and in detail, to replace a conventional PC (Precast Concrete) panel by combining several unit blocks to form a variety of forms of reinforced soil retaining wall panel, this reinforced earth retaining wall panel The present invention relates to a block-assembled reinforced earth retaining wall panel that can be vertically constructed using a strip or geogrid type reinforcement, its construction method, and the reinforcement used therein.

Reinforced soil retaining wall, which is a field related to the present invention, is capable of vertically filling soil, so that a limited site can be effectively used as compared to the existing concrete retaining wall. It requires no equipment and is easy to construct, so that it is possible to shorten the air, to ensure the quality control of the earth and body, and to be a flexible structure, so that the sedimentation and seismic load of the foundation ground are heavy. ), And the weight of the front wall is lighter than the existing concrete retaining wall, so the basic treatment is simple and economical.

In Korea, reinforcement retaining walls using galvanized steel as reinforcement were first tested and constructed in 1980 by the Ministry of Construction in Korea. Afterwards, several test constructions using the same reinforcement were performed by the Construction Laboratories, Korea Highway Corporation, and Korea Land Corporation. On-site surveys were conducted, and on-site surveys on reinforced earth retaining walls using galvanized steel as reinforcing materials revealed problems such as zinc plating technology, backfill soil selection and construction management. Reinforcing soil retaining wall with stiffener could not be activated. In 1986, a band-type geotextile reinforcement material was introduced in Korea, and it began to receive the spotlight by solving the problem of galvanized steel sheet.In 1994, a block type reinforced earth retaining wall using high-strength geogrid as a reinforcement material was introduced in Korea. For the first time, panel reinforcement retaining walls using banded geotextile reinforcement and block reinforcement retaining walls using geogrid are widely used.

On the other hand, the existing panel-type reinforced soil retaining wall and block-type reinforced soil retaining wall had the following disadvantages, respectively.

In other words, the PC panel type reinforced earth retaining wall was simple in shape and did not have a good aesthetic appearance. When partial damage occurred during transportation or handling, it was impossible to use it. Therefore, the entire panel had to be disposed of. Since panels of each type, standard type, top type, and other types were produced at the factory and had to be supplied to the site in quantity, it was not easy to manage the panels for each type according to the air at the site, resulting in delayed due date. There was a problem, and the anchor for connecting the reinforcement was exposed to the rear part of the panel so that the compactor could not be accessed by this anchor when mechanical compaction was used for compacting the backfill material at the rear of the panel. Compaction could not be done properly.

In addition, the block reinforcement earth retaining walls had to be stacked one by one in the field, so the work speed was very slow, and the machine was not able to use cranes, so it was only dependent on the physical labor of the worker. In the case of block reinforced reinforcement earth retaining wall, the rear space between the block and the block is opened to reduce the bond between the blocks, and the work to fill the aggregate at the back of the block is added. There was also a phenomenon that the aggregate that was filled out came forward. In addition, the block-shaft reinforced soil retaining wall may cause a fatal problem that the lower block does not endure shear load during horizontal displacement due to uneven settlement of the ground.

The present invention has been made to solve the above-mentioned problems of the conventional PC panel and all the problems in the method of constructing the PC panel, the object of the present invention is the disadvantage of the reinforcement soil retaining wall construction method using the existing block and PC To solve all the shortcomings of reinforcement earth retaining wall construction method using panel and to collect only the advantages of each construction method, it is to provide more robust and more constructive reinforcement earth retaining wall panel and construction method of reinforcement earth retaining wall using this panel.

The present invention also provides a reinforcing material suitable for supporting the above-mentioned reinforcing earth retaining wall panel.

More specifically, the purpose of the present invention, first, the existing PC panel had a disadvantage in that the form is simple and aesthetics are deteriorated, and the block-shaft retaining wall is also two kinds of different sizes or shapes in consideration of the simple masonry form. Only three blocks can be combined and combined to form various panel types such as + (standard), T (top), U-shaped (bottom) and other various types of panels. To improve the appearance.

The present invention also allows the existing PC panel to be reused by replacing only the block of the damaged part during partial damage of the panel in consideration of the disadvantage that it cannot be used at the time of partial damage. It is easy to assemble in the form suitable to the site conditions, and when the blocks or panels are combined with each other to achieve a solid assembly state and to prevent the inside of the reinforcement soil or aggregates to be leaked from the outside.

The present invention also provides a conventional block-shaft reinforced earth retaining wall is spaced apart at regular intervals during assembly of the block in consideration of the problem that the lower block does not endure shear loads during horizontal displacement due to uneven settlement of the ground and vibration and uneven settlement This is to prevent damage to the connection part between blocks during horizontal displacement.

In another aspect, the present invention is to reduce the excessive physical labor that must be carried by carrying all the blocks in the field, and to enable faster and more accurate construction work.

In addition, the present invention, the anchor is formed on the back of the existing PC panel to solve the problem that it is impossible to compact the construction of the reinforcement soil near the panel, and also possible to install in combination with the existing PC panel to retain the front of the retaining wall The reinforcement connection at the rear part of the panel is designed to be able to be lowered according to the settlement of the reinforcement soil so that the tension due to the stress concentration at the reinforcement and the block connection is prevented.

In addition, the reinforcing material used in the retaining wall construction of the present invention is to facilitate the connection with the front block, and to provide a strong retaining wall support and frictional force is provided to support the resistance and to enable the use of a variety of reinforced soil body. .

In order to achieve the above object, the present invention provides a front surface forming the outer surface of the retaining wall, a rear surface in contact with the reinforcement soil, and a plurality of grooves opened toward the rear at a predetermined interval and the through holes are formed at predetermined positions of the grooves. At least two or more unit blocks manufactured to have the formed bottom and top surfaces and both sides thereof; A connector inserted into the through hole in a state in which the plurality of unit blocks are stacked up and down; Provides a block-assembled reinforced earth retaining wall panel comprising a; coupling means for coupling a plurality of unit blocks are fastened to both sides or one side of the connector.

In the present invention, the unit block has the same height but can be combined to make a variety of panel forms by making two or more species long and short in the width direction, the connector for connecting the unit block is a tie having a high tensile force A part is extended and exposed to the upper part of the through hole formed in the uppermost block as a bolt, and the extended exposed connector can be inserted into and stacked in the through hole formed in the lowermost block forming another retaining wall panel, and the front part of the unit block The rear part forms a step up and down to allow vertical stacking without using a separate tool when stacking unit blocks.

In addition, in the present invention, the upper and lower sides of the unit block having a long length in the width direction are perforated upward and downward to be coupled to the through hole of the unit block of the adjacent retaining wall panel by a connector, and have different lengths in the width direction. Each unit block has a front and rear side stepped left and right side contact with the side of the unit block of the adjacent retaining wall panel to the side to prevent the reinforcement soil or aggregate filled in the rear to escape and enhance the aesthetics. Make sure

The present invention also, the reinforcement used to support the block-mounted reinforcement earth retaining wall panel is a plate-like latch fastened to the connector for connecting the unit block through the groove, the reinforcement plate is fastened to the end by the bolt And, it comprises a resistor attached to the right angle at a predetermined interval along the longitudinal direction of the reinforcing plate, the reinforcing material is a plurality of reinforcing plates are installed in parallel, the resistors at regular intervals along the longitudinal direction between the reinforcing plates It is attached at right angles.

In the present invention, the locking portion is formed with a locking portion toward the inner front on one side, the coupling hole is coupled to the reinforcement on the other side.

According to the construction method of the present invention, the above-described unit blocks are stacked in a desired panel form, but the panels are assembled in various forms using connectors and coupling means, and the assembled panels are placed on the retaining wall foundation, and the other panels are stacked again on the panels. And inserting a connector between the lower panel and the upper panel to couple the connector, and inserting a hook to the connector at the rear of the retaining wall panel to arrange the reinforcement horizontally, covering and reinforcing the reinforcement body on the horizontally disposed reinforcement. It is done by

1 is a perspective view of the front portion of the bonded state showing the standard type of the block-assembled reinforced earth retaining wall panel according to the present invention,

Figure 2 is a perspective view of the front portion of the reinforced earth retaining wall panel shown in FIG.

3 is a rear perspective view of the unit block (for upper and lower parts) for the reinforced soil retaining wall panel shown in FIGS. 1 and 2;

4 is a rear perspective view of the unit block (for middle part) for the reinforcing cylinder retaining wall panel shown in FIGS. 1 and 2;

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

6 is a cross-sectional view taken along the line B-B of FIG.

7 is a front perspective view of a retaining wall showing a panel construction state of the present invention;

8 is a perspective view of the back of the retaining wall showing a panel construction state of the present invention,

Figure 9 is an exploded perspective view showing a portion of the reinforcing material is connected to the panel of the present invention,

10 and 11 are cross-sectional views of the reinforcement connecting portion showing the initial construction state of the reinforcement and the state of the reinforcement also slides down by the ground settlement

12 and 13 show a panel in which the blocks of the present invention are combined differently and a retaining wall constructed using the panel,

14 and 15 show a panel in which another block of the present invention is combined and a state in which a retaining wall is constructed using the panel.

16 is a perspective view of a connection type reinforcement for supporting the retaining wall panel of the present invention;

17 is a perspective view of a unit type reinforcement for supporting the retaining wall panel of the present invention;

18 is a perspective view showing a rear connection state of the connection type reinforcement for supporting the retaining wall panel of the present invention;

19 is a perspective view and a partially enlarged view showing a state in which the retaining wall of the present invention is constructed using a conventional strip-shaped fiber reinforcement.

* Explanation of symbols for main parts of the drawings

1: groove 2: through hole

4 hole 10 connector

10 ': connector 12: coupling means

20: buffer pad 30: reinforcing material

30 ': strip-shaped fiber reinforcing material 32: hook (plate type)

32 ': Hanging hole (for fiber reinforcement) 32a: Hanging part

32b: coupling hole 32c: round bar

32d: Ring 32e: Breakaway Lock

33: cushioning material 34: bolt

35 Nut 36 Reinforcement Plate

38: resistor 40: temporary fixing rebar

50: PVC pipe B, B1, B2: unit block

f1: front f2: rear

f3: bottom surface f4: top surface

f5, f6: side f7: cutting surface

P: prefabricated panel (invention) P ': PC panel (conventional)

Hereinafter, with reference to the accompanying drawings, preferred embodiments that do not limit the present invention will be described in detail.

1 is a perspective view of the front part of the bonded state showing the basic type of the block-assembled reinforced earth retaining wall panel according to the present invention, Figure 2 is a perspective view of the front part of the reinforced earth retaining wall panel shown in Figure 1, Figure 3 and Figures 1 and 2 FIG. 4 is a rear perspective view of the unit block (for upper and lower portions) for the reinforced earth retaining wall panel shown in FIG. 4, and FIG. 4 is a rear perspective view of the unit block (for the middle portion) for the reinforced wall retaining wall panel shown in FIGS. 1 and 2.

As shown in FIGS. 1 to 4, the reinforced earth retaining wall panel of the present invention includes a front surface f1 forming the outer surface of the retaining wall, a rear surface f2 contacting the reinforcing soil, and a plurality of recesses opened toward the rear at a predetermined interval. (1) is formed and has a bottom surface f3, upper surface f4, and both side surfaces (f5, f6) formed with a through hole (2) up and down at a predetermined position of the groove (1) at least Two or more unit blocks B1 and B2; A connector (10) inserted into the through hole (2) in a state in which the plurality of unit blocks (B1, B2) are stacked up and down; It comprises a coupling means 12 for coupling a plurality of unit blocks (B1, B2) are fastened to both sides or one side of the connector (10).

The unit blocks (B1, B2) is formed of a cement concrete body, the front surface (f1) is preferably to have a natural stone texture, the other surface (f2 ~ f7) is to make a smooth surface or slightly rough surface It can be formed to have an appropriate friction when the unit blocks are laminated, it is preferable to form a corresponding concave-convex portion on the bottom surface and the upper surface to be able to easily match the exact bonding position during the stacking.

Each unit block (B1, B2) is mixed with cement, sand, stone powder and aggregate at an appropriate ratio to give a texture such as granite, poured into a molding mold and compression molding, the molding mold is a unit block (B1 and B1) , The front f1 of the B2 and B2 are molded in contact with each other and then split in a shearing machine so that the front f1 has a natural granite texture, and the front of the unit blocks B1 and B2 ( f1) can be molded in various shapes, such as circular arcs or wave forms, not straight ones.

The unit blocks B1 and B2 have the same height as shown in FIG. 3 or 4, and are made of two or more kinds of short and long pieces in the width direction, and the bottom and top surfaces f3, In the f4), a plurality of grooves 1 (three on the drawing) are formed to extend rearward at the same position vertically.

Front (f1) and the rear (f2) of the unit blocks (B1, B2) is formed with a step (i.e., the top is high and the bottom is low) up and down, as shown in the cross-sectional view of FIG. The same unit that forms a retaining wall panel adjacent to each other when vertically stacked is formed on the upper surface of each side of the unit block B2 long in the width direction, the holes 4 having small inner diameters in the front and rear and long inner diameters in the left and right (not completely drilled). A short metal connector 10 'is inserted into the hole 4 of the block B2 up and down to be engaged.

The hole 4 is formed in the form of a long hole to the left and right to facilitate alignment of the position with the hole 4 formed in the unit block B2 constituting the adjacent panel, and the retaining wall is curved rather than straight. In the case of design construction, the connector 10 'can be fitted even when the centers of the holes 4 do not coincide with each panel. The retaining wall is curved to design adjacent retaining walls. A cutting surface f7 is formed between the rear of the left and right sides f5 and f6 of the unit blocks B1 and B2 and the side of the rear surface f2 to form the panel without gaps between the panels. It was made.

In addition, each of the unit blocks B2 having different lengths in the width direction shown in FIG. 4 is provided with a step in which the front surface f1 and the rear surface f2 are left and right (that is, both sides of the front surface f1 are rear surfaces f2). (A step is formed narrower inwardly than both sides) so that two parallel planes (f5a, deviated from each other) are avoided by contacting one side with the side surfaces (f5, f6) of the short unit block (B1) forming an adjacent retaining wall panel. f5b) and the inclined surface (f5c) between the parallel planes to be in contact with each other to prevent visually exposed inside or outflow of reinforcement soil in the front of the retaining wall.

As shown in FIG. 7, the connector 10 is extended to the upper portion of the through hole 2 formed in the unit block B1 at the top of the panel, and the extension connector 10 is exposed to another retaining wall. The retaining wall panel is continuously assembled vertically by being inserted into the through hole 2 formed in the lowest unit block B1 constituting the panel.

When the upper and lower panels assembled in the present invention are laminated, a buffer pad 20 having a predetermined thickness made of rubber, cork, or other shock absorbing material is sandwiched therebetween so as to maintain proper spacing between the panels. At the same time, it is possible to absorb the impact of the laminated panel.

FIG. 7 illustrates a front portion of the retaining wall being constructed by combining the block-assembled panel P according to the present invention and the existing PC panel P ', and the panel P of the present invention is based on the conventional reinforcement soil. It can be manufactured in the same manner as the retaining wall PC panel (P ') to be possible to combine the construction as described above, and to make the reinforcement earth retaining wall can be built only by the panel of the present invention.

8 is a perspective view of the rear portion of the reinforced earth retaining wall showing a state of constructing the retaining wall using the panel of the present invention, Figure 9 is an exploded perspective view showing an enlarged portion of the reinforcing member is connected to the rear panel of the present invention.

As shown in FIG. 8 and FIG. 9, the panel P of the present invention is connected to the connector 10 inserted into the inside of the panel P by the catching hole 32 at the front end of the reinforcing material 30. Reinforced soil not shown in the state coupled to the rear is covered, it is possible to support the retaining wall by compacting the reinforced soil.

The reinforcing material 30 that can be used in the present invention is also applicable to the existing geogrid type, galvanized steel sheet, band-shaped synthetic resin fiber reinforcement, etc. Hereinafter, the structure and construction method of the reinforcing material suitable for the present invention will be described.

The reinforcing material 30 used in the construction state shown in FIG. 8 is a unit through a square hole formed by the grooves 1 formed between the unit blocks B1 and B2 stacked in contact with each other, as shown in detail in FIG. 16. A plate-shaped locking hole 32 fastened to the connector 10 for connecting the blocks B1 and B2 up and down, and a reinforcing plate fastened to the locking hole 32 by a bolt 34 and a nut 35. (36) and a resistor (38) attached at right angles at regular intervals along the longitudinal direction of the reinforcing plate (36), preferably a plurality of metal reinforcing plates (36) are installed in parallel, The reinforcing plate 36 has a continuous structure in which a round bar-shaped metal resistor 38 is welded at right angles at regular intervals along the longitudinal direction, or as shown in FIG. Individual with round rod-shaped metal resistor 38 attached at regular intervals along the longitudinal direction It can be used consisting of a structure.

The latch 32 for hooking the reinforcement 30 to the connector 10 vertically inserted into the unit blocks B1 and B2 forming the panel P is one side (front) as shown in FIG. 9. When the two locking parts 32a are formed in the front and the two sides of the left and right symmetrical forms on the other side (rear side) and the coupling hole 32b is formed on the other side (rear side) to be combined with the reinforcing plate 36 of the reinforcing material 30, The state caught by the connector 10 can be prevented from loosening arbitrarily.

In addition, as shown in Figs. 10 and 11, the latching opening 32 according to the present invention is initially hooked on the upper side of the groove 1, and a retaining wall construction is made by inserting a cushioning material 33 such as a synthetic resin sponge thereunder. When the reinforcement material 30 is also settled downward when the ground subsidence occurs as the seal passes over, the latch opening 32 is also slid downward together with the reinforcement material 30 to prevent the stress from being concentrated in this part of the retaining wall. And to prevent collapse.

The construction process of the retaining wall of reinforcement soil will be described briefly. First, a panel (standard type (S type), lower type (B type)) of a homogeneous or heterogeneous block formed in a factory is laminated in a desired shape and the connector and the coupling means are used. , Assembling the upper type (T type); Transporting the assembled panel, the reinforcement and other materials to the installation site, and digging the installation site to the width required for laying the reinforcement; Placing a concrete foundation having a width of about 40 centimeters and a height of about 20 to 25 centimeters at the panel installation position and finishing the horizontal surface of the concrete foundation horizontally; Transporting the unloaded panels onto the retaining wall foundation, assembling each panel sequentially on the panels, and disposing the reinforcement horizontally at the rear of the panel; Covering the reinforcement body on the horizontally excreted reinforcement made of compacted reinforcement soil compacting step.

The reinforcing material 30 used in the present invention is a combination of two elements, the reinforcing plate 36 and the resistor 38, of which the reinforcing plate 36 is a reinforcement or band-shaped reinforcement made of conventional galvanized steel sheet By exerting a supporting resistance force such as a compressive load, the resistance member 38 exhibits a frictional force, thereby improving the bearing force of the retaining wall, and the resistance bar 38 having a round bar shape on the plate-shaped reinforcement plate 36 at right angles. Because of the welding, the welding structure is firm and easy to manufacture, and the above-mentioned support resistance and frictional force are generated at the same time, so that it can be used as a backfilling material not only sandy soil but also clay containing viscous soil. .

12 and 13 illustrate a state in which the unit block B of the present invention is assembled into a crank form to produce a crank panel P, and a state in which a retaining wall is constructed using the panel P, 14 and 15 show a state in which the panel P is manufactured by assembling the unit block B of the present invention into a simple rectangle, and a state in which the retaining wall is constructed using the rectangular panel P. The invention can be made of various types of panels in addition to the standard type, floor type, top type as described above to build the outer wall of the retaining wall in various patterns.

FIG. 18 is a perspective view showing a continuous connection state of the connection type reinforcement 30 for supporting the reinforcement retaining wall panel of the present invention. In this embodiment, a reinforcement plate 36 constituting the reinforcement 30 is manufactured to a predetermined length. The connection hole 39 is formed at the rear end of the wire to facilitate the transport of the reinforcement and to connect the reinforcement to a length suitable for the site conditions.

19 is a perspective view and enlarged view of a construction state of supporting the reinforced earth retaining wall panel of the present invention using a band-shaped fiber reinforcement material commonly used in the conventional reinforced earth retaining wall construction, and in the construction method shown in FIG. 19, the blocks B1 and B2. It is provided with a PVC pipe (50) inserted into the temporary fixing reinforcement (40) of the rear end of the hanger 32 'and the belt-shaped fiber reinforcement (30') for hanging the strip-shaped fiber reinforcement (30 ') to the connector 10 of the When the reinforcing material 30 'is zigzag-shaped, the tip of the reinforcing material 30' is pulled out when the reinforcing material 30 'is pulled from one side so as to give a proper tensile force by using an unillustrated reinforcing material pulling mechanism. And the rear end is to be able to pull smoothly without excessive bending.

The hook 32 'shown in FIG. 19 has a hook portion 32a formed at an inner front side thereof on one side thereof, and a ring 32d into which a round bar 32c on which the reinforcing material 30' is caught is caught at the other side (rear side). Is formed, and on both sides of the round bar 32c, a separation prevention tool 32e such as a rubber material for preventing the round bar 32c from being pulled out when the reinforcing material 30 'is pulled is fitted.

As described above, the present invention eliminates the disadvantages of the conventional block-shaft reinforced soil retaining walls and PC panel-type reinforced soil retaining walls and utilizes only the advantages of each type. By using the panel to assemble it in the same way as the PC panel in the field, according to the present invention can be built using the equipment, so that the physical burden of the worker can be reduced and construction speed is also improved, As the panel can be assembled in various ways, the appearance of the built retaining wall can be improved, and when the assembled panel is partially damaged during transportation or construction, it can be used normally by replacing only the block of the broken part. The assembly form of the panel can be easily changed according to the site conditions, By forming the prefabricated panel itself, it is possible to hold it vertically to some extent, thereby preventing the retaining wall from collapsing or causing a safety accident during work. Since it is connected to, the stress concentration can be prevented, and since the anchor is not exposed at the rear of the panel, compact compaction equipment can compact all of the back of the panel, thereby preventing the occurrence of defects after the completion of construction. The reinforcement has a useful effect such as supporting resistance and frictional structure, which can widen the choice of backfilling soil and shorten the reinforcement according to the site conditions.

Claims (10)

A front surface f1 constituting the outer surface of the retaining wall, a rear surface f2 in contact with the reinforcement soil, and a plurality of recesses 1 opened toward the rear at a predetermined interval are formed, and the recesses 1 are positioned up and down. At least two or more unit blocks (B1, B2) formed to have a bottom surface (f3), an upper surface (f4), and both side surfaces (f5, f6) formed with a through hole (2); A connector (10) inserted into the through hole (2) in a state in which the plurality of unit blocks (B1, B2) are stacked up and down; Block assembly type reinforced earth retaining wall panel comprising a; coupling means (12) for coupling a plurality of unit blocks (B1, B2) fastened to both sides or one side of the connector (10). The method according to claim 1, The unit block (B1, B2) has the same height, but the block assembly type reinforced earth retaining wall panel, characterized in that made of two or more types long and short in the width direction. The method according to claim 1, The connector 10 is extended to the upper portion of the through hole 2 formed in the uppermost unit block (B1), the extension exposed connector 10 is formed in the lowermost unit block (B1) forming another retaining wall panel Block-assembled reinforced earth retaining wall panel, characterized in that inserted into the through hole (2). The method according to claim 1 or 2, Block assembly type reinforced soil wall panel, characterized in that the front and rear portions of the unit blocks (B1, B2) has a stepped up and down. The method according to claim 2, Holes 4 are formed in the upper and lower sides of the unit block B2, which are long in the width direction, and are connected to the holes 4 of the unit blocks B2 which form adjacent retaining wall panels. Block-assembled reinforced earth retaining wall panel, characterized in that. The method according to claim 2, The unit block (B1, B2) is a block-assembled reinforced earth retaining wall panel, characterized in that the front portion and the rear portion is in contact with the side and the side of the unit block (B2, B1) forming an adjacent retaining wall panel is formed with a step left and right . A reinforcing material used to support the block-assembled reinforced earth retaining wall panel according to any one of claims 1 to 6, wherein the reinforcing material 30 connects the unit blocks (B1, B2) through the groove (1). A plate-shaped locking hole 32 to be fastened to (10), a reinforcing plate 36 to which a tip is fastened to the locking hole 32 by bolts 34, and fixed along a longitudinal direction of the reinforcing plate 36. Reinforcement material for a block-type reinforced earth retaining wall panel comprising a resistor (38) attached at right angles at intervals. The method according to claim 7, The catching hole 32 has a catching portion 32a formed at an inner front side on one side thereof, and a joining hole 32b formed at the other side thereof is coupled to the reinforcing plate 36 of the reinforcing material 30 and the bolt 34. Reinforcement material for block-assembled reinforced earth retaining wall panel. A panel assembly step of laminating unit blocks of the same type or different types in a desired panel form, and assembling them into various types of panels using connectors and coupling means; Placing the assembled panel on the retaining wall base, stacking the panels on the panel, and fitting the connector between the panel and the panel, and placing the latch on the connector at the rear of the retaining wall panel to arrange the reinforcement horizontally. ; The method of constructing a block-assembled reinforced earth retaining wall panel comprising a; reinforcing soil compacting step of covering and compacting the reinforcement soil on the horizontally disposed reinforcement. The method according to claim 9, The reinforcing material uses a band-shaped fiber reinforcing material (30 '), the hooking hole (32') is hooked to the connector 10 of the panel (P), the locking hole (32 ') is hooked to the inner front on one side ( 32a) is formed, and the other end is formed with a ring (32d) to be fitted with a round bar (32c), which is caught by the reinforcement (30 '), the temporary reinforcing bar 40 is installed on the rear end of the reinforcement body and PVC pipe (50) ) And the strip-shaped fiber reinforcement (30 ') is continuously connected between the hook hole (32') between the round bar (32c) and the PVC pipe (50) of the temporary fixing reinforcing bar 40 by a stiffener pull mechanism Construction method of the block-mounted reinforced earth retaining wall panel, characterized in that to pull sequentially from one side of the reinforcement to the other side.