JP2006207174A - Reinforced-concrete retaining wall - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforced-concrete retaining wall which can make the amount of concrete smaller than a conventional reinforced-concrete retaining wall when the heights of back surfaces are equal to each other, which can also make the amount of reinforcing steel smaller than the conventional reinforced-concrete retaining wall, and which can resist great earth pressure against the back surface. <P>SOLUTION: This reinforced-concrete retaining wall, which comprises a footing and a wall body constructed on the footing, is equipped with a reinforcement assembly which is arranged inside the wall body, a block aggregate which is formed of a plurality of foamed styrene blocks provided inside the reinforcement assembly, and the concrete which is placed on the block aggregate and the reinforcement assembly and which is integrated with them. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a reinforced concrete retaining wall that prevents collapse of a natural ground such as a mountain slope.

  Reinforced concrete retaining walls are constructed to prevent the collapse of natural ground caused by loosening of mountain slopes. This reinforced concrete retaining wall consists of a footing embedded in the ground to ensure the stability of the retaining wall for the purpose of preventing the sliding and falling of the reinforced concrete retaining wall, and a wall body that is provided above and protrudes above the ground. Configured. Conventionally, the inside of the wall of this reinforced concrete retaining wall has a solid cross section filled with concrete and is reinforced with reinforcing bars. The reinforced concrete retaining wall with such a structure resists the earth pressure behind the ground and prevents the collapse of the ground.

  Since this reinforced concrete retaining wall has a solid cross section, there is an advantage that the wall can be made thin. However, simply thinning the wall does not provide sufficient strength of the wall, and it is necessary to resist a large bending moment due to the earth pressure when the ground is about to collapse. Therefore, there is a problem that the production is complicated and the cost is high.

  Moreover, depending on the construction site of the reinforced concrete retaining wall, the wall of the retaining wall may have to be raised. In this case, it is necessary to increase the amount of reinforcing bars to be arranged and the amount of concrete to be used according to the height of the wall body to resist the back earth pressure.

  The present invention solves the above-mentioned problems, and can reduce the amount of concrete if the height of the back surface is the same as that of a conventional reinforced concrete retaining wall. The purpose is to provide a reinforced concrete retaining wall.

  In order to solve the above problems, the invention of claim 1 is a reinforced concrete retaining wall comprising a footing and a wall constructed on the footing, and a reinforcing bar assembly disposed inside the wall, A block assembly formed of a plurality of foamed styrene blocks provided in the interior of the reinforcing bar assembly, and a concrete that is cast into the reinforcing bar assembly and integrated with the block assembly. It is a characteristic reinforced concrete retaining wall.

  According to a second aspect of the present invention, in the reinforced concrete retaining wall according to the first aspect, the respective foamed styrene blocks arranged adjacent to each other in the width extending direction of the wall body are arranged at a predetermined interval. It is characterized by.

  A third aspect of the present invention is the reinforced concrete retaining wall according to the first or second aspect, wherein each of the foamed styrene blocks provided in the wall body is arranged at a certain distance from each other in a substantially vertical direction. To do.

  According to a fourth aspect of the present invention, in the reinforced concrete retaining wall according to any one of the first to third aspects, the foamed styrene block has a substantially trapezoidal or substantially rectangular parallelepiped shape.

  According to a fifth aspect of the present invention, in the reinforced concrete retaining wall according to any one of the first to fourth aspects, the foamed styrene block has an interval between a substantially vertical reinforcing bar and a substantially horizontal reinforcing bar of the reinforcing reinforcing bar of the reinforcing bar. It is formed in the following dimensions.

  According to invention of Claim 1, since the block aggregate is arrange | positioned inside a wall body, when it can reduce the amount of reinforcing bars and has a concrete cross section of the same area as the past, of conventional reinforced concrete retaining wall The thickness can be increased compared to the wall thickness. As a result, it became possible to resist a large back surface earth pressure from the rear side of the reinforcing steel bars.

  In addition, since the block assembly is made of foamed styrene blocks, it is possible to easily and inexpensively produce a desired shape corresponding to various shapes of the wall body, and because it is lightweight, it is easy to transport and assemble. good.

  Further, according to the second and third aspects of the present invention, the adjacent foamed styrene blocks keep a constant interval, so that the concrete is interposed between the foamed styrene blocks, and the strength of the reinforced concrete retaining wall can be kept strong.

  According to the invention of claim 4, since the foamed styrene block has a simple shape such as a trapezoid or a rectangular parallelepiped, it can be easily manufactured.

  According to the fifth aspect of the present invention, the foamed styrene block can be put in between the lattices of the reinforcing reinforcing bars on the front side and can be arranged in the reinforcing bar assembly, so that the assembly work of the block assembly can be simplified.

Next, embodiments of the present invention will be described with reference to the drawings.
[Embodiment 1]
1 and 2 show a reinforced concrete retaining wall according to the first embodiment. FIG. 1 is a side view partially showing a cross section, and FIG. 2 shows a cross section taken along line II in FIG. In FIG. 2, the spacers hidden by the concrete are illustrated in order to explain how the spacers (described later) are attached. This reinforced concrete retaining wall prevents the natural ground A from collapsing into the ground B, and includes a footing 10 embedded in the ground B and a wall body 20 integrated thereover.

  The wall body 20 whose thickness gradually decreases toward the upper side and whose front surface is inclined toward the natural ground A side is composed of a reinforcing bar assembly 21, a block aggregate 22, and a concrete body 23. The reinforcing bar assembly 21 includes a front main reinforcing bar 21A and a rear main reinforcing bar 21B that is erected substantially vertically to the ground B and spaced from the front main reinforcing bar 21A. Each front main reinforcing bar 21A, each rear main reinforcing bar 21B, etc. are connected to the reinforcing bar of the footing 10 and are erected in a wall shape. Further, each front main reinforcing bar 21A is provided with a front power distribution reinforcing bar 21C spaced substantially horizontally. A combination of the front main reinforcing bars 21A and the front power distribution reinforcing bars 21C forms a front reinforcing reinforcing bar having a lattice shape. Similarly, the rear surface distribution reinforcing bars 21D are provided on each of the rear main reinforcing bars 21B so as to be separated substantially horizontally. The combination of the rear main reinforcing bar 21B and the rear surface distribution reinforcing bar 21D forms a lattice-shaped rear reinforcing bar.

  Furthermore, a plurality of horizontally spaced reinforcing bars 21E are spaced apart and provided substantially horizontally between the front reinforcing bar and the rear reinforcing bar. In this way, the reinforcing bar assembly 21 is constituted by the reinforcing bars on the front surface, the reinforcing bars on the rear surface, and the horizontally spaced reinforcing bars 21E. The reinforcing bar assembly 21 includes a plurality of front main reinforcing bars 21A, a rear main reinforcing bar 21B, a front distributing bar 21C, a rear distributing bar 21D, a horizontally spaced reinforcing bar 21E, and the like. In the subsequent drawings, reference numerals are assigned to representative ones in order to avoid complication of the drawings.

A block assembly 22 is arranged inside the reinforcing bar assembly 21 at a constant interval. The block aggregate 22 is shown in FIG. Block assembly 22 is a combination of foamed styrene block _22A 1 _{~22A 3} that each shape of the side surface _22A 11 _{~22A 31} nearly trapezoidal. Also shows a styrofoam block _22A 1 ～22A ₃ which is a part of FIG. 3, styrofoam block _22A 1 _{~22A 6} (Figure 1). Each expanded styrene block (Expanded Poly-Styrol) is formed by foaming and molding polystyrene.

  In the present invention, the block aggregate 22 is composed of a foamed styrene block. This is because the foamed styrene block can be easily produced in a desired shape and size and is excellent in cost. It is. In addition, since it is lightweight, it is easy to transport and assemble.

Styrofoam block _22A 1 _{~22A 3} is made as follows. For example, the height of the foamed styrene block 22A ₁ is h11, a width of h12, a depth of the lower side h13, above the depth is h14. When the foamed styrene block _22A 1 _{~22A 3} stacked in the height direction, the lower side in the depth of the side surface _{22A 21} styrofoam foam and upper depth h14 of the block 22A ₁ side _{22A 11} styrene blocks 22A ₂ so they substantially equal, the styrofoam block _22A 1 _{~22A 3} are made. Slope of substantially trapezoidal hypotenuse formed by the sides 22A ₁₁ ~22A ₃₁ is adapted to be substantially and reinforcing rebar front formed by the combination of the front main reinforcing bars 21A and the front distribution force rebar 21C parallel.

Thus, for example, the foamed styrene block is formed so that the trapezoid formed by the side faces of the foamed styrene blocks 22A _{1 to} 22A ₆ (FIG. 1) stacked in six stages is substantially similar to the side face shape of the reinforcing bar assembly 21. 22A ₁ ~22A ₆ is formed. Then, the block assembly 22 is formed by foaming styrene block _22A 1 _{~22A 6.} Incidentally, wall 20 so that the concrete cross-sectional thickness as it goes upward becomes small, the upper side surface and correspondingly also the foamed styrene block 22A ₁ ~22A ₆ is smaller than the side surface of the lower.

  As described above, the block assembly 22 is arranged inside the reinforcing bar assembly 21 and at a constant interval from the reinforcing bar assembly 21, and maintains a constant interval from the reinforcing bar assembly 21. Spacers are used for this purpose. In the present embodiment, a spacer 24 shown in FIG. 4 is used. The spacer 24 includes a main body portion 24A and a bent portion 24B. The main body 24A is bent into an L shape, and the length of each L-shaped portion is the same, and its value is d. This length d is substantially equal to the distance between the reinforcing bar assembly 21 and the block assembly 22. At both ends of the main body portion 24A, rod-like bent portions 24B that are bent orthogonally in the same direction are provided. The bent portion 24B is used to fix the spacer 24 to the reinforcing bar assembly 21 or to hold the foamed styrene block in contact with the foamed styrene block.

  The spacer 24 having such a shape is manufactured, for example, by bending a reinforcing bar. The spacer 24 is bound to the reinforcing bar assembly 21 by being bundled by welding, a bundled iron wire, a fixing bracket, or the like. The shape of the spacer 24 is not limited to the shape shown in the figure, and many marketed products that can select the shape, dimensions, and reinforcing bar fixing method of the spacer can be used.

  When the spacer 24 is used, the other bent portion 24B is fixed to the reinforcing bar assembly 21 so that one bent portion 24B of the spacer 24 is located inside the reinforcing bar assembly 21. In the present embodiment, the spacer 24 is fixed to the rear main reinforcing bar 21B, the front distribution bar 21C, and the horizontal spacing reinforcing bar 21E of the reinforcing bar assembly 21 so that the six foamed spacers 24 hold one foamed styrene block. ing.

A block assembly 22 is arranged in the reinforcing bar assembly 21 to which the spacer 24 is fixed. At this time, since the other bent portion 24B of the spacer 24 is fixed to the reinforcing bar assembly 21 so that the one bent portion 24B of the spacer 24 is located inside the reinforcing bar assembly 21, one bent portion 24B is The foamed styrene blocks are in contact with the foamed styrene blocks of the block aggregate 22, and the foamed styrene blocks are spaced from the reinforcing bar assembly 21 by a length d, and the width of the wall 20 as shown in FIGS. 2 and 3. The foamed styrene blocks arranged adjacent to each other in the extending direction are arranged by the spacers 24 at intervals of 2d. At this time, the spacer 24 holds each foamed styrene block of the block aggregate 22. Further, the foamed styrene blocks 22A ₁ and 22A _{2 of the} block aggregate 22 are fixed by a fixed number wire 25A, the foamed styrene blocks 22A ₃ and 22A ₄ are fixed by a fixed number wire 25B, and the foamed styrene blocks 22A ₅ and 22A ₆ are fixed number wires. It is fixed at 25C.

  The concrete body 23 is constructed by placing concrete so that the block aggregate 22 covers the reinforcing bar assembly 21 disposed therein.

A reinforced concrete retaining wall with such a structure is constructed as follows. The back formwork is assembled at the construction position of the wall body 20, the front main reinforcing bar 21A is assembled at the position on the front side of the back formwork, the front main reinforcing bar 21A and the rear main reinforcing bar 21B are front power distribution reinforcing bars 21C, and the rear power distribution reinforcing bars. 21D is provided, a front reinforcing bar and a rear reinforcing bar are constructed, and horizontal reinforcing bars 21E are fixed to these reinforcing bars to construct a reinforcing bar assembly 21. At this time, the reinforcing bar assembly 21 is made higher than the concrete joining position 23A. Further, the spacer 24 is fixed to the reinforcing bar assembly 21. Then, place the styrofoam block 22A ₁ in the reinforcing bar assembly 21, will be stacked styrofoam block 22A ₂ directly thereon. The expanded styrene blocks 22A ₁ and 22A ₂ are installed above the reinforcing bar assembly 21 assembled up to the substantially concrete joining position 23A or inserted from the surface of the wife (side surface of the reinforcing bar assembly 21). Next, the expanded styrene block 22A ₂ is pressed by the fixed number wire 25A, and the expanded styrene blocks 22A ₁ and 22A ₂ are fixed. That is, the foamed styrene blocks 22A ₁ and 22A ₂ are fixed by the spacer 24 and the fixed number wire 25A. Next, the front formwork is assembled while maintaining a predetermined distance from the reinforcing steel bars on the front surface, and concrete is placed up to the concrete joining position 23A. At this time, since the foamed styrene blocks 22A ₁ and 22A ₂ are fixed by the spacer 24 and the fixed number wire 25A, they do not move or float. In FIG. 1, shows an end of the styrofoam block 22A ₁ as a block end face _{22A 101.}

Thereafter, in order to build the wall body 20 upward, the rear formwork is assembled upward in the same manner, and then the rebar assembly 21 is assembled upward. Next, the expanded styrene block 22A ₃ is disposed in the reinforcing bar assembly 21, and the expanded styrene block 22A ₄ is disposed thereon. Reference numeral _{22A 301} is a block edge of the styrofoam block 22A _3. Styrofoam blocks 22A ₄ is pressed by a fixed track number 25B, styrofoam block _22A 3, 22A ₄ are fixed. Next, the front formwork is assembled while maintaining a predetermined distance from the reinforcing steel bars on the front surface, and concrete is placed up to the concrete joining position 23B.

Thereafter, the rear formwork is assembled upward in the same manner, and thereafter, the reinforcing bar assembly 21 is assembled upward. Next, place the styrofoam block 22A ₅ in rebar assembly 21, placing the foamed styrene block 22A ₆ thereon. Thereafter, while holding the styrofoam block 22A ₆ fixed track number 25C, securing the styrofoam block _22A 5, 22A _6. Thereafter, the front formwork is assembled while maintaining a predetermined distance from the front reinforcing bars, and concrete is placed from the uppermost horizontal interval reinforcing bars 21E of the reinforcing bar assembly 21 upward. In FIG. 1, shows an end of the styrofoam block 22A ₅ in block end face _{22A 501.}

  Thereafter, the front formwork and the rear formwork are removed, the earth and sand are backfilled between the wall body 20 and the natural ground A to form the backfill earth and sand C, and the construction of the reinforced concrete retaining wall is completed.

Thus, according to the present embodiment, the following effects can be obtained. The foamed styrene blocks 22A _{1 to} 22A ₆ are arranged inside the concrete body 23, that is, between the reinforcing bars on the front surface and the reinforcing bars on the back surface, and the intervals between the reinforcing bars and the expanded styrene blocks 22A _{1 to} 22A ₆ are constant. Since the wall body 20 was constructed by placing concrete, the concrete corresponding to the amount of the block aggregate 22 had a concrete section having the same area as the conventional solid concrete section, and the conventional structure. The thickness can be made larger than the wall thickness of the reinforced concrete retaining wall. As a result, if the amount of concrete to be used is the same, the reinforced concrete retaining wall according to the present embodiment obtains a cross section having a larger thickness (in terms of structural calculation) than the wall thickness of the conventional reinforced concrete retaining wall. The advantage with respect to the bending moment is increased, and the amount of main reinforcing bars to be arranged can be reduced. Thereby, it becomes possible to resist a large back surface earth pressure, and a reinforced concrete retaining wall having a higher wall body 20 can be constructed. In other words, if the height of the back surface is the same, the amount of concrete can be reduced, and the amount of reinforcing bars can also be reduced.

Further, according to this embodiment, since the block assembly 22 is divided into foamed styrene block 22A ₁ ~22A _6, inserting each styrofoam block from above or wife surface of the reinforcing bar assembly 21 installed Therefore, the installation work of the block assembly 22 in the reinforcing bar assembly 21 is easy.

  Furthermore, according to the present embodiment, since the adjacent foamed styrene blocks are kept at a constant interval, the concrete is interposed between the foamed styrene blocks and the adjacent foamed styrene blocks are fixed. Strength can be maintained.

[Embodiment 2]
In the present embodiment, a block aggregate 31 shown in FIG. 5 is used instead of the block aggregate 22 (FIG. 3) of the first embodiment. The block aggregate 31 has a simpler shape than that of the first embodiment, and is a combination of expanded styrene blocks 31A _{1 to} 31A ₃ having a substantially rectangular parallelepiped shape formed by foam molding of polystyrene.

The expanded styrene blocks 31A _{1 to} 31A ₃ are made as follows. For example, the height of the foamed styrene block 31A ₁ is h21, a width of h22, the depth is h23. The foam height h21 of the styrene block 31A ₁ and the depth h23 is greater than the height and depth of the next styrofoam blocks 31A _2. That is, the upper foamed styrene block has a smaller side shape than the lower foamed styrene block. In this embodiment, the width h22 styrofoam block 31A ₁ is the same as above styrofoam blocks _31A 2, 31A _3.

In this manner, the expanded styrene blocks 31A _{1 to} 31A ₃ become smaller as the surface shapes of the side surfaces 31A _{11 to} 31A ₃₁ become higher corresponding to the shape of the wall body 20. These are separated by a spacer 2 by a dimension 2d in the horizontal interval, and by a dimension e by a vertical interval. A block assembly 31 is formed with the interval maintained, and is stored in the reinforcing bar assembly 21. The vertical interval e has a dimension of, for example, about 100 to 300 mm in which physical properties such as the strength of concrete can be expected due to the presence of concrete, and an appropriate spacer (not shown) that can secure this interval may be used.

  Even if such a block assembly 31 is used, the same effect as in the first embodiment can be obtained.

[Embodiment 3]
In the present embodiment, the reinforcing bar assembly 21 of the first embodiment is configured as shown in FIG. In the present embodiment, components that are considered to be the same as or the same as those of the reinforcing bar assembly 21 of FIG. 1 described above are denoted by the same reference numerals, and description thereof is omitted.

  The reinforcing bar assembly 41 according to the present embodiment includes a front main reinforcing bar 21A that extends in a substantially vertical direction and is connected to the reinforcing bar of the footing 10 and a rear main reinforcing bar 21B that is erected apart from the front main reinforcing bar 21A. In the present embodiment, the interval between the front main reinforcing bars 21A adjacent to each other in the width extending direction of the wall is slightly larger than the width (= h12) of each foamed styrene block. Further, each front main reinforcing bar 21A is provided with a front power distribution reinforcing bar 21C spaced substantially horizontally. A front reinforcing bar having a lattice shape is formed by a combination of the front main reinforcing bars 21A and the front distribution reinforcing bars 21C. In the present embodiment, the front distribution reinforcing bars 21C are arranged and fixed to the front main reinforcing bars 21A at intervals slightly larger than the height (= h11) of each foamed styrene block.

  In other words, the expanded styrene block has a size that is equal to or smaller than the interval between the reinforcing bars that are arranged in a substantially vertical direction and the reinforcing bars that are arranged in a substantially horizontal direction.

For this reason, each expanded styrene block can be easily arranged in the reinforcing bar assembly 21 between the reinforcing bars on the front surface. 6 shows a state of inserting a styrofoam block 22A ₂ from the front side. When the insertion secured, for example, previously installed an appropriate spacer (not shown) on the styrofoam block 22A ₁ below, the spacing put a styrofoam block 22A ₂ inserted in the upper side (e.g., interval e) and, inserted styrofoam blocks 22A ₂ may be fixed at a fixed track number. At this time, since the formwork has not yet been assembled, the work can be easily performed.

  Similarly, the rear surface distribution reinforcing bars 21D are horizontally provided on each of the rear main reinforcing bars 21B. A reinforcing reinforcing bar on the rear surface in the form of a lattice is formed by a combination of the rear main reinforcing bar 21B and the rear surface distribution reinforcing bar 21D.

  Further, a plurality of horizontally spaced reinforcing bars 21E are spaced apart and provided substantially in parallel between the front reinforcing bar and the rear reinforcing bar. Thus, the reinforcing bar assembly 21 is constituted by the reinforcing bars on the front surface, the reinforcing bars on the rear surface, and the horizontally spaced reinforcing bars 21E.

A reinforced concrete retaining wall with such a structure is constructed as follows. The back formwork is assembled at the construction position of the wall body 20, the front main reinforcing bar 21A is assembled at the front side position of the back formwork, the front main reinforcing bar 21A and the rear main reinforcing bar 21B are front power supply reinforcing bars 21C, and rear power supply reinforcing bars. 21D is provided to form a reinforcing bar on the front surface and a reinforcing bar on the rear surface, and a horizontal interval reinforcing bar 21E is fixed to these reinforcing bars to constitute a reinforcing bar assembly 21. Furthermore, although not shown, spacers are fixed to the reinforcing bars on the front and rear surfaces and the horizontally spaced reinforcing bars 21E. Thereafter, to insert the styrofoam block _22A 1 _{~22A 3} from each interval of reinforcing rebar front where the lattice. In this case, the foamed styrene blocks 22A _{1 to} 22A ₃ are formed to be equal to or less than the interval between the reinforcing bars so as to be easily inserted. These foamed styrene blocks 22A _{1 to} 22A ₃ are fixed by spacers or the like. Next, the front formwork is assembled at a predetermined distance from the reinforcing bars on the front surface, and concrete is placed up to the concrete joining position 23A.

In the same manner, the rear formwork 101 is assembled upward, and the front distribution bar 21C, the rear distribution bar 21D, and the horizontal spacing reinforcing bar 21E are fixed to the front main reinforcing bar 21A and the rear main reinforcing bar 21B. Furthermore, the spacer 24 is fixed to the reinforcing bars on the front and rear surfaces and the horizontally spaced reinforcing bars 21E. Thereafter, to insert the styrofoam block _22A 4 _{~22A 6} from each interval of reinforcing rebar front where the lattice. The expanded styrene blocks 22A _{4 to} 22A ₆ are fixed by spacers or the like. Next, a front formwork is assembled on the front side of the front reinforcing steel bar, and concrete is placed up to the concrete joining position 23B.

  Thus, a reinforced concrete retaining wall is constructed. According to the reinforced concrete retaining wall according to the present embodiment, the following effects can be obtained together with the effects of the first embodiment. According to the present embodiment, since the foamed styrene block can be inserted between the reinforcing reinforcing bars on the front surface, the process of providing the foamed styrene block in the reinforcing bar assembly 21 can be simplified.

  As mentioned above, although each embodiment of the present invention has been described in detail, the specific configuration is not limited to each embodiment, and even if there is a design change or the like without departing from the gist of the present invention, It is included in the present invention. For example, the spacer 24 shown in FIG. 4 is used. However, the spacer is not limited to that shown in FIG. 4 although it has a function of maintaining the space between the reinforcing bar assembly 21 of the reinforced concrete retaining wall and the block assembly 22. Never happen.

2 is a partial cross-sectional view showing a reinforced concrete retaining wall according to Embodiment 1. FIG. It is sectional drawing which shows the II cross section of FIG. It is a perspective view which shows a block assembly. It is a perspective view which shows a spacer. 6 is a perspective view showing a block aggregate used in Embodiment 2. FIG. It is a fragmentary sectional view which shows the reinforced concrete retaining wall by Embodiment 3. FIG.

Explanation of symbols

10 footing 20 wall 21 rebar assembly 21A front main reinforcing bars 21B rear surface main reinforcing bars 21C front distribution force rebar 21D rear distribution force rebar 21E horizontal spacing rebar 22 block assembly 22A ₁ ~22A ₆ styrofoam block 22A ₁₁ ~22A ₃₁ side 23 Concrete body 23A, 23B Concrete joint position 24 Spacer 24
24A body portion 24B bent portion 25A to 25C fixed wire 31 block aggregate 31A _{1 to} 31A ₃ expanded styrene block 31A _{11 to} 31A ₃₁ side surface 41 reinforcing bar assembly

Claims (5)

In a reinforced concrete retaining wall consisting of a footing and a wall constructed on the footing,
A reinforcing bar assembly disposed inside the wall body, a block assembly formed of a plurality of foamed styrene blocks provided inside the reinforcing bar assembly, and the block assembly and the reinforcing bar assembly; Reinforced concrete retaining wall characterized by comprising concrete that is integrated with these.   2. The reinforced concrete retaining wall according to claim 1, wherein each of the foamed styrene blocks disposed adjacent to each other in the width extending direction of the wall body is disposed at a predetermined interval.   3. The reinforced concrete retaining wall according to claim 1, wherein each of the foamed styrene blocks provided in the wall body is arranged at a predetermined interval in a substantially vertical direction.   The reinforced concrete retaining wall according to any one of claims 1 to 3, wherein the foamed styrene block has a substantially trapezoidal shape or a substantially rectangular parallelepiped shape.   5. The reinforced concrete retaining wall according to claim 1, wherein the foamed styrene block is formed to have a size that is less than or equal to a distance between a substantially vertical reinforcing bar and a substantially horizontal reinforcing bar of the reinforcing reinforcing bar of the reinforcing bar. Characteristic reinforced concrete retaining wall.

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