KR100803788B1 - Block for reinforced earth wall - Google Patents

Abstract

The asymmetric wings on the left and right sides of the block do not flow out of the earth by overlapping each other, and the front end of the reinforcement is individually connected to each block or connected to several adjacent blocks to prevent the displacement of individual blocks or retaining wall blocks. It is to prevent the various buried materials in the rear to interfere with the reinforcing material, the front pin 10 exposed to the outside and the back surface 20 in contact with the reinforcement body side, the connecting pin insertion hole for inserting the connecting pin 90 between the upper and lower blocks ( In the retaining wall building block having an upper surface 30 having a 34 formed thereon, a lower surface 40 corresponding to the upper surface 30, and left and right side surfaces 50 and 60 which are in contact with each other, the left and right sides are in contact with each other. The right side (50, 60) is formed in the inclined surface inclined to the rear inward, the rear portion of the side (50, 60) is formed with wings (70, 80) extending outward, respectively, left and right wing (70, 80) are formed at mutually asymmetric positions, Receiving grooves 52 and 62 are formed in front or rear portions of dogs 70 and 80 to accommodate wings of other adjacent blocks, and the upper surface 30 has reinforcement insertion grooves whose both ends are opened to the side and the rear side, respectively. 36 is formed in a symmetrical shape, and the connecting pin insertion hole 34 is formed in a long hole shape in the lateral direction.

Retaining wall, interference, "ㅛ" shaped, block, curved, straight, wing, stiffener insert

Description

Retaining Wall Building Block {Block for reinforced earth wall}

1 is a front perspective view of a retaining wall building block according to an embodiment of the present invention;

FIG. 2 is a rear perspective view of the retaining wall building block shown in FIG. 1;

3 is a plan view of the retaining wall building block shown in FIG.

4 is a bottom view of the retaining wall building block shown in FIG. 1;

5 is a plan view showing a coupling state between adjacent blocks when the retaining wall building block shown in FIG. 1 is constructed in a straight state;

6 and 7 are plan views showing a coupling state between adjacent blocks when the retaining wall construction block shown in FIG. 1 is constructed in a curved state (protrusion and indentation type);

8 is a plan view showing a state in which the reinforcing material is individually connected to the retaining wall construction block shown in FIG.

9 is a plan view showing a state in which the reinforcing material is simultaneously connected to two adjacent blocks according to an embodiment of the present invention,

10 is a plan view illustrating a state in which reinforcement is simultaneously connected to several adjacent blocks according to an embodiment of the present invention;

11 is a plan view illustrating a state of engagement between upper and lower blocks when constructing a straight retaining wall with a block according to an embodiment of the present invention;

12 is a plan view illustrating a state of engagement between upper and lower blocks when constructing a curved retaining wall protruding into blocks according to an embodiment of the present invention;

FIG. 13 is a plan view illustrating a locking state between upper and lower blocks when constructing a curved retaining wall filled with blocks according to an embodiment of the present invention; FIG.

14 is a perspective view of the rear portion of the retaining wall showing a state of constructing a straight retaining wall with a block according to one embodiment of the present invention;

15 is a perspective view of the front part in the state shown in FIG.

FIG. 16 is a plan view showing the installation state of the reinforcement when there is a buried material behind the retaining wall in FIG.

17 is a cross-sectional view showing the laminated state between the upper and lower blocks and the reinforcement connection state,

18 is a cross-sectional view showing the stacked state between the upper and lower blocks and the connection state of the reinforcement during the two-stage stacking,

19 is a perspective view of the front portion of a straight retaining wall constructed of blocks according to an embodiment of the present invention;

20 is a perspective view of the rear portion of the retaining wall showing a state of constructing a curved retaining wall protruding into a block according to an embodiment of the present invention;

21 is a plan view of FIG. 20;

22 is a rear perspective view of the retaining wall showing a state of constructing a curved retaining wall indented with a block according to an embodiment of the present invention;

FIG. 23 is a plan view of FIG. 22;

24 is a perspective view of a retaining wall building block according to a second embodiment of the present invention;

25 is a rear perspective view of the block shown in FIG. 24;

FIG. 26 is a plan view illustrating an interlocking state between upper and lower blocks in a straight retaining wall constructed of the blocks shown in FIG. 24;

FIG. 27 is a plan view showing an interlocking state between upper and lower blocks in a curved retaining wall constructed of blocks shown in FIG. 24;

28 is a plan view showing an interlocking state between upper and lower blocks in a curved (indented) retaining wall constructed with the block shown in FIG. 24;

29 is a cross-sectional view showing the interlocking state between the upper and lower blocks interlocking and reinforcing material of the vertical retaining wall constructed of the block shown in FIG. 24;

30 is a perspective view of a retaining wall building block according to a third embodiment of the present invention;

31 is a rear perspective view of the block shown in FIG. 30;

32 is a plan view of the block shown in FIG. 30;

33 is a plan view showing the stacked state of the upper and lower blocks in the straight retaining wall constructed of the block shown in FIG.

34 is a rear perspective view of the retaining wall being constructed by the block shown in FIG. 30;

FIG. 35 is a cross-sectional view illustrating a connection state between upper and lower blocks interlocking and reinforcing materials of the vertical retaining wall constructed with the block shown in FIG. 30;

36 is a perspective view of the rear portion of the retaining wall showing a state in which a block according to a third embodiment of the present invention is built in a two-stage stacking manner;

37 is a front perspective view of FIG. 36;

38 is a front perspective view of a retaining wall constructed by a two-stage stacking method,

39 is a perspective view of the rear portion of the retaining wall showing a state of constructing a curved retaining wall projecting into a block according to a third embodiment of the present invention;

40 is a top view of FIG. 39;

41 is a rear perspective view of the retaining wall showing a state of constructing a curved retaining wall indented with a block according to a third embodiment of the present invention;

42 is a top view of FIG. 41;

43 is a plan view showing a state in which the distal end portion of the reinforcing material is simultaneously connected to two blocks according to the third embodiment of the present invention;

FIG. 44 is a plan view illustrating a state where the front end portions of the reinforcing materials are simultaneously connected to three blocks according to the third embodiment of the present invention.

* Explanation of symbols for main parts of the drawings

10: front 12: chamfered surface

20: Back 30: Top

32: through hole 32a: front

32b: Back 34: Connecting pin insertion groove

34 ': locking projection 34a: upper extension

34b: lower reduction portion 34c: inclined portion

36: reinforcement insert groove 38: rear groove

40: when 50, 60: side

52,62: receiving groove 70,80: wing

90: connection pin 92: head

B, B1, B2, B3, B4: Block C: Concrete Foundation

D: reinforced earth E: fiber reinforcement

F: Drain filter h: Step

X: buried

The present invention relates to a retaining wall building block, and can be freely constructed not only a straight retaining wall but also a curved retaining wall having an arbitrary curvature radius according to the terrain, and used as it is without removing a part of the block when building the curved retaining wall. As a result, the construction is quick and there is no waste material.As a pair of wings formed asymmetrically on the left and right sides of the block are organically overlapped with each other, the soil is not seen or leaked even when the block gap is opened. In particular, the interlocking action between adjacent blocks in the protruding curved portion prevents the leakage of soil due to the opening of the block, and also prevents individual rolling of the block, and the front end portion of the reinforcement is connected to the adjacent block at the same time. To facilitate the installation of reinforcement materials and to eliminate the displacement of individual blocks. In addition, it is possible to prevent, as well as to prevent interference between the buried material and the reinforcement when planting trees or other pipes in the rear of the retaining wall block.

In general, retaining walls made of blocks are divided into gravity retaining walls without reinforcement and reinforcement earth retaining walls using reinforcement. These retaining walls are different in shape and vary in size depending on the construction method. Since the mold and equipment had to be manufactured differently, it has been a burden on the required cost, and in the case of the gravity retaining wall, the block itself is too large and heavy, so a lot of manpower and equipment have to be put in during the transportation and construction process. Various subsidiary materials such as anchors and connecting pins for connection between the reinforcement embedded in the block and the reinforcement soil and the coupling between the upper and lower blocks are required in large quantities, resulting in a burden of construction cost and complicated construction process.

In addition, the conventional retaining wall construction block has a problem that the soil is leaked with the water due to the local displacement and batching of the block due to the lack of cohesion between the blocks, and especially the opening of the block in the protruding curve and reinforcement to each block Due to the structure that must be installed on the entire surface, there was a problem that trunking with reinforcement occurred when planting a tree at the rear of the block (retaining wall) or installing a drainage pipe or a manhole.

In order to solve such a problem, the present applicant can construct a straight and curved retaining wall in a single form with the patent application No. 2005-0043727 (Date of application; 24.2005.05.24), and requires less auxiliary materials and equipment. It has been proposed a retaining wall construction block capable of construction by the present invention, the present invention further improves the applicant's prior invention to facilitate the construction work of the block construction and reinforcement, as well as interference between the reinforcement and the retaining wall rear The retaining wall construction block of the improved structure which does not generate | occur | produce this is provided.

It is an object of the present invention to freely construct a straight retaining wall as well as a curved retaining wall made of any curvature radius according to the terrain without cutting the block as described above. The present invention provides a block for generating a retaining wall without generation.

The present invention can also facilitate the installation work of the block and reinforcement, can make the installation interval of the reinforcement uniform, and even when sewage pipes, manholes or trees are planted in the rear wall of the retaining wall, It is to provide a retaining wall construction block of an improved structure that does not generate interference with these embedded materials.

The present invention can also effectively prevent the reinforcement soil at the rear of the block from being seen or leaked from the outside even if the gap between the adjacent blocks is widened. It is to provide a retaining wall construction block that can effectively prevent the individual push and opening of the block.

In another aspect, the present invention is to separate the left and right adjacent blocks as a reinforcement in order to prevent the separation (opening) between the adjacent blocks as a reinforcement, or by connecting the interconnect pins up and down adjacent blocks to separate the separation and The present invention provides a retaining wall building block that can prevent a full stomach phenomenon.

In order to achieve the above object, in one embodiment of the present invention, the bottom of the connecting pin insertion hole and the lower end of the connecting pin are inserted to insert the connecting pin between the rear surface, the upper and lower blocks, which are in contact with the front surface and the reinforcement body. In a retaining wall construction block having an upper surface having a hole formed therein, a lower surface corresponding to the upper surface, and left and right side surfaces contacting adjacent blocks to the left and right, the left and right side surfaces are formed with an inclined surface that is inclined to the rear inward. Wings extending outward are formed at the rear of each, but the left and right wings are formed at mutually asymmetrical positions, and the front or rear portions of the wings are formed with receiving grooves for receiving the wings of adjacent blocks. Reinforcing material insertion grooves open to the side and the rear side, respectively, to provide a retaining wall construction block formed in a symmetrical form.

In this embodiment, the connecting pin insertion hole is composed of a wide diameter upper portion and a tapered inclined portion between the lower portion and the upper and lower diameters, and the lower portion of the connecting pin insertion hole and the front surface of the through hole are on the same line. In order to prevent the upper block from being pushed forward while the upper and lower blocks are vertically constructed.

In the second embodiment of the present invention, the upper surface exposed to the outside and the rear surface contacting the reinforcement soil side, the upper surface and the lower surface corresponding to the upper surface and the upper and lower surface formed with the engaging projection and the through hole for maintaining the locking state between the upper and lower blocks In the retaining wall construction block having a side, the left and right sides are formed in the inclined surface inclined to the rear inward, the wings are formed on the rear of the side, the wings on the left and right sides are formed in a mutually asymmetric position, The front or rear of the wing is provided with a receiving groove for receiving the wings of the adjacent block, the upper surface provides a retaining wall building block formed with a "ㅛ" type reinforcement insert groove, both ends are open to the side and the back side, respectively.

The retaining wall construction block according to the second embodiment of the present invention has the same basic structure as the first embodiment, but the coupling method between the upper and lower blocks is integrated on the upper left and right sides of the lower block instead of a separate connecting pin. The locking projection is formed of a structure that is caught in the through hole formed in the middle of the upper block.

The retaining wall building block according to the third embodiment of the present invention is basically similar to the first embodiment in that the connecting pin is used for coupling between the upper and lower blocks, but the position of the connecting pin insertion hole into which the connecting pin is inserted and There is a difference in the connection pin coupling method between the upper and lower blocks, which is a rear surface contacting the front and the reinforcement soil exposed to the outside, the upper surface and the upper surface formed with a connection pin insertion hole for inserting the connecting pin between the upper and lower blocks. In the retaining wall construction block having a corresponding lower surface and left and right side surfaces in contact with adjacent left and right blocks, the left and right side surfaces are formed with inclined surfaces that are inclined to the rear inward, and each of the rear and right sides thereof extends outwardly. Wings are formed, but the left and right wings are formed in mutually asymmetric positions, and the front or rear of the wing is formed with a receiving groove for receiving the wings, both ends of the upper surface The reinforcement insert grooves opened to the side and the rear side are formed in a symmetrical shape, and the connecting pin insertion holes are formed in a long hole shape in the left and right directions even when the block is moved to the left and right sides when adjusting the distance between the left and right blocks. The holes are in communication with each other so that the upper and lower blocks are mutually coupled by the connection pins.

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

1 to 4 illustrate the retaining wall construction block according to the first embodiment of the present invention. The block of the present embodiment has a front surface 10 exposed to the outside and a rear surface 20 contacting the reinforcement soil side. A top surface 30 having a connection pin insertion hole 34 for inserting a connection pin between lower blocks and a through hole 32 into which the lower end of the connection pin is fitted, and a lower surface 40 corresponding to the upper surface 30 and left and right sides. In the retaining wall construction block having left and right side surfaces 50 and 60 in contact with adjacent blocks, the left and right side surfaces 50 and 60 are formed in an inclined surface inclined to the rear inward, and the side surfaces 50 and 60. At the rear of the blade, wings 70 and 80 extending outward are formed, respectively, and the left and right wings 70.80 are formed at mutually asymmetric positions, and the wings 70 of the adjacent blocks are formed at the front or the rear of the wings 70.80. And receiving grooves 52 and 62 are accommodated therein, and the upper surface 30 has opposite ends 50 and 60 and the rear surface 20, respectively. Reinforcement insert groove 36 of the "ㅛ" type open to the side is formed.

In the present embodiment, the connecting pin insertion hole 34 is composed of a wide upper diameter portion 34a, a lower diameter portion 34b having a smaller diameter, and a tapered inclined portion 34c between upper and lower portions. The lower portion 34a of the connecting pin insertion hole 34 and the front surface 32a of the through hole 32 are positioned on a virtual same line L extending in the left and right directions, and the upper and lower blocks are vertically constructed. The upper block is prevented from being pushed forward.

In the present embodiment, the left and right side surfaces 50 and 60 are formed to be inclined to the rear inward side, as can be seen from the rear perspective view of FIG. 2, so that the shape of the block body has a wide left and right width and a rear surface 20 of the front part 10. ) The left and right widths of the part are relatively narrow trapezoidal shapes.

In addition, in the present embodiment, the left and right side surfaces 50 and 60 are formed in a step shape rather than a straight line, which means that the wings 70 and 80 of the block adjacent to the rear of the left and right side surfaces 50 and 60 are formed. This is because the receiving grooves 52 and 62 for receiving are formed.

On the other hand, in the block according to the present embodiment, the wings 70 and 80 are extended toward the outside at the rear portions of the left and right side surfaces 50 and 60, so that the planes of FIG. When viewed from the top as a whole generally adjacent blocks can be arranged in a straight line as shown in Figure 5, as shown in Figure 6 so that the left and right wings 70, 80 overlap each other back and forth It is also possible to build a curved retaining wall that protrudes by building, and as shown in FIG. 7, the left and right wings 70 and 80 are not overlapped so that the curved retaining wall can be built. Even when the indented curved retaining wall shown in FIG. 7 is built, it is possible to prevent the soils located at the rear of the block from flowing out to the front of the block by the left and right wings 70 and 80.

Wings 70 and 80 extending left and right on both sides of the rear surface of the block widen the area of the rear surface 20 of the block so that the drain filter disposed at the rear of the block can be maintained in a nearly straight state when the retaining wall is constructed. In the overlapped area of the reinforcement soil, it acts as a buffer space to absorb the earth pressure that the retaining wall receives when the retaining wall is compacted and the retaining wall is completed, thus preventing the retaining of the retaining wall during construction. It can be prevented.

In addition, in the present embodiment, the width of the left and right wings 70 and 80 is longer than the width of the left and right sides of the block B. Preferably, the tip portions of both wings 70 and 80 are approximately smaller than the left and right sides of the block. By forming about 10mm more protruding, even when the curved retaining wall is built, both wings (70, 80) can be maintained to some extent overlapped.

In addition, the wings 70, 80 has a step (h) is formed lower than the upper surface 30 (about 5 ~ 10mm), which is the water generated in the reinforcement soil to the block through the step (h) portion It is intended to allow drainage to the front of the constructed retaining wall, and as mentioned above, a drain filter (F) made of a fiber nonwoven fabric or the like is installed to prevent the soil of the reinforcement soil from leaking together when drained. .

The step (h) portion serves as a buffer to prevent direct contact with the blocks 70, 80 of the block which is not structurally firmly built up and down, so that during transportation and lifting of the block and building the retaining wall It effectively prevents damage caused by shear force received afterwards.

In the present embodiment, the drain filter (F) is partially built in front of the left and right adjacent blocks (B) close to each other, whether the block B is built in a straight line or curved form, so the drain filter (F) is partially forward Pushing does not occur, and this drainage filter (F) is installed even if the reinforcement soil (D) is immediately installed without being buried in a certain width before and after the high aggregate such as a separate crushed stone after the drainage filter (F). Water introduced into the reinforcement soil (D) through the (F) can be easily drained, while the earth and sand (土砂) is effectively filtered without leaking to the outside.

In this embodiment, the middle portion of the reinforcing member insertion groove 36 is in contact with the rear surface 32b of the through hole 32 formed to penetrate from the upper surface 30 to the lower surface 40 so that the strip-shaped fiber reinforcing material E is Anchored at each block B as shown in FIG. 8, or simultaneously anchored to two adjacent blocks B as shown in FIG. 9, or left and right sides 50 as shown in FIG. 10. Through the reinforcement insert groove 36 opened toward the (60), several (3 or more) of the adjacent blocks (B) may be anchored by connecting one reinforcement (E) at the same time.

Block according to this embodiment is to connect the front end portion of the strip-shaped fiber reinforcement (E) in the state folded into the reinforcement insertion groove 36 in a state folded in half the length along the longitudinal direction, the strip-shaped fiber reinforcement in the conventional block There is no need for a separate anchor and anchor pin for connecting to the block or panel, as well as the advantage that does not cause any problems due to the loosening of the reinforcement in the anchor portion.

In the block of this embodiment, the rear middle portion of the upper surface 30 also has a semicircular rear groove 38 whose height is 5 to 10 mm lower than the upper surface 30 as the boundary of the reinforcement insertion groove 36 opened to the rear side of the block. It is formed so that the water generated inside the reinforcement soil through the rear groove 38 can be drained toward the through hole 32 through the reinforcement insert groove 36 of the inside of the block.

The rear groove 38 may also be used as a space for inserting a lever or the like when the block B needs to be pushed forward or moved left and right.

The front surface 10 is formed with a chamfered surface 12 of the left and right outer side so as to prevent the right corner portion (edge portion) from being easily damaged by external force during transportation and construction of the retaining wall and after construction. In addition, it is possible to improve the aesthetics of the retaining wall by allowing the front part of the constructed retaining wall to feel as if a joint is formed between each block.

In addition, the front surface 10 preferably has a natural stone texture as shown in the figure by integrally molding the two blocks in a state in which the front surfaces 10 are in contact with each other in one mold and then splitting the abutted portions.

The through hole 32 formed in the center portion of the upper surface 30 is generally formed in a long rectangular shape to the left and right sides, the through hole 32 is intended to reduce the weight of the block and the connection of the upper block when stacking the upper and lower blocks When the connecting pin 90 fitted into the pin insertion hole 34 is caught by the front surface 32a, it serves to interlock the upper and lower blocks. When the straight retaining wall is constructed as shown in FIG. Of course, when constructing the protruding curved retaining wall of FIG. 12 and the indented curved retaining wall of FIG. 13, the lower lower block of the connecting pin 90 fitted into the connecting pin insertion hole 34 of the upper block B2 ( By maintaining the state caught by the front surface 32a of the through hole 32 of B1), the phenomenon that the upper block B2 is pushed forward by the earth pressure of the rear reinforcement soil does not occur, and the retaining wall surface can form a uniform vertical surface. Will be.

As described above, the block according to the present embodiment may be individually connected to the reinforcement, or two or more adjacent blocks may be anchored at the same time with the reinforcement, so that the blocks may be moved out of position individually (so-called "blowing"). Phenomenon ”) can be effectively prevented, the installation spacing of the reinforcement can be freely adjusted according to the conditions of the retaining wall, and it is particularly noteworthy that the gap of the block can be minimized when the projecting curved retaining wall is constructed.

In addition, the block according to the present embodiment can be connected to a single reinforcement at the same time, so when the tree is planted behind the retaining wall block or other water, sewage pipes, etc. when the interference with the reinforcement occurs in the position of the reinforcement By installing the reinforcement in connection with the adjacent block without direct connection, the interference phenomenon due to the embedding of the reinforcement can be eliminated while maintaining the support of the block.

A process of constructing the retaining wall using the block of the present embodiment configured as described above will be described.

First, the construction state of the straight retaining wall is shown in Figs. 14 to 19, the first block (B1) is built in a straight line on the concrete foundation (C), the second block (B2) in a stacking manner on it again. Build a.

At this time, the upper and lower blocks, as shown in Figure 17, the lower end of the connecting pin 90 fitted into the connecting pin insertion hole 34 of the upper block (B2) in the middle of the upper surface 30 of the lower block (B1) By interlocking the front surface 32a of the penetrating through hole 32, the upper and lower blocks B2 are not pushed forward.

Figure 18 shows the interlocking state between the upper and lower blocks when the two-stage stacking structure of the present embodiment, the length of the connecting pin 90 when the two-stage stacking block construction Penetrates through the connecting pin insertion hole 34 formed in the upper unitized two-stage block B2, and can be caught in the front surface 32a of the through hole 32 of the lower unitized two-stage block B1. Long enough to be used.

Thereafter, reinforcing soil (D) is laid at the rear of the constructed blocks (B1, B2) to be firmly compacted, and a band-shaped fiber reinforcement (E) is installed on the reinforcement soil (D). The front end portion is inserted into the reinforcement insert groove 36 formed in the upper surface 30 of the block B2 in the state folded in the longitudinal direction so as to be half the width, and the fiber reinforcement E is zigzag continuously to the adjacent block. Connect.

When the connection of the fiber reinforcement (E) is completed, the third and fourth blocks (B3, B4) to be built on top of the secondly constructed block (B2) in a stacking manner, the construction of such blocks and reinforcement of the earth The connection of compaction and fiber reinforcement may be repeated until the height of the retaining wall to be constructed is reached.

In the plan view of FIG. 16, the fiber reinforcement (E) is not installed at regular intervals, and as mentioned above, when planting trees at the rear of the retaining wall block, embedding the water and sewage pipes, or installing other buried materials (X), the reinforcement is already installed. In order to prevent the occurrence of interference with the stiffeners, the reinforcement is not installed in a certain section. In this case, all the blocks forming the retaining wall are connected to the left and right sides of the stiffeners. This phenomenon does not occur.

The process of constructing the straight retaining wall using the block of the present embodiment is not only very simple as described above, but other subsidiary materials other than the block and the reinforcing material are not used, which can significantly reduce the construction cost and the construction time.

20 and 21 illustrate a state of constructing a curved retaining wall protruding into a block according to the present embodiment. The process of constructing a curved retaining wall is also the same as in the case of constructing a straight retaining wall, except that the retaining wall is to be constructed. The blades 70 and 80 of the adjacent blocks B are inserted into the receiving grooves 52 and 62 as shown in FIG. 6 so that the corresponding blades 70 and 80 overlap each other. When the side surfaces 50 and 60 of both side surfaces B are in close contact with each other, the rectangular retaining wall shown in FIGS. 20 and 21 can be constructed as well as curved retaining walls that match the designed curvature radius.

In addition, when the curved retaining wall is constructed by the block according to the present embodiment, as shown in the plan view of FIG. 21, the front end portion of the reinforcing material E may be connected to each block. Alternatively, the reinforcement E may be simultaneously connected to more blocks in the same manner as shown in FIGS. 9 and 10, or the individual connections and simultaneous connections may be overlapped. There is an advantage that can effectively prevent the phenomenon such as protruding individually forward.

In addition, when the curved retaining wall is constructed by the block according to the present embodiment, since the wings 70 and 80 formed on the side rear of the block adjacent to the left and right overlap completely, the gap between the blocks does not occur and the reinforcement soil is The phenomenon of outflow to the front of the block does not occur, and the soil inside the block is not visible even when visually observed from the front of the retaining wall.

Moreover, when constructing the curved retaining wall with the block according to the present embodiment, in the conventional block, there is no cost or hassle, such as making a separate block used for the curved portion or splitting the general block, Only one type of block is used, but the retaining wall having the desired radius of curvature can be constructed by only adjusting the overlapping degree of the blades 70 and 80, thereby not only satisfying various design conditions, but also generating waste materials. It can also minimize the material cost and workability can be improved.

In the curved retaining wall illustrated in FIGS. 20 and 21, the stacking and reinforcement of the block and the compaction of the reinforcement soil are the same as in the straight retaining wall, and thus description thereof will be omitted.

22 and 23 illustrate a state of constructing a curved retaining wall indented into the block of this embodiment, and a process of constructing a curved retaining wall indented inward also includes a process of constructing the above-described straight retaining wall and a protruding curved retaining wall. The same as the above, except that the side surfaces 50 and 60 of the adjacent blocks B may be opened at a predetermined angle to meet the curvature radius of the retaining wall. Since the back surface 20 of the block B can be maintained in a continuous state along the lateral direction by the wings 70 and 80 extending in the lateral direction, even when the reinforcement soil D is poured on the drain filter F, Reinforcement soil (D) is to effectively prevent the outflow of the block (B).

Since the construction process of the indented curved retaining wall shown in Figs. 22 and 23 is the same as in the straight and protruding curved retaining wall, the description thereof is omitted.

24 to 29, the block of the present embodiment is basically formed as an inclined surface inclined left and right sides (50, 60) to the rear inward, the left and right sides ( 50, 60 are formed in the asymmetrical position in the rear, the front and rear of the wing (70, 80) is formed receiving grooves (52, 62) for receiving the wing (70, 80) of the adjacent block, The upper surface 30 is formed with the "ㅛ" type reinforcement insert groove 36 is open at both ends of the side (50, 60) and the rear surface 20, respectively, the same as the block of the first embodiment, The interlocking method between the lower blocks is to use the locking projections 34 'instead of the connecting pins formed on the block itself, and the locking projections 34' on the left and right sides of the upper surface 30 of the block. Is formed, the locking projection 34 'is a difference that is caught in the through hole 32 formed through the upper and lower through the middle portion of the block There.

In the description of this embodiment, the parts sufficiently described by the first embodiment will be omitted to avoid duplication.

That is, in the block according to the second embodiment of the present invention, as shown in FIGS. 26 to 28, the interlocking between the upper and lower blocks that are constructed by stacking in a straight or curved retaining wall is a top surface of the lower block B1. (30) The locking projections 34 'formed on the left and right sides are caught by the rear surface 32b of the through hole 32 formed in the middle portion of the upper block B2 (additional reference sign to the drawing), so that the upper block B2 is closed. Even if the earth pressure of the reinforcement soil in the rear is not pushed forward, it is possible to build a solid vertical retaining wall.

FIG. 29 is a view illustrating a connection state between upper and lower blocks interlocking and reinforcing members of a vertical retaining wall constructed of blocks according to a second embodiment of the present invention, wherein the upper and lower blocks B1 and B2 are stacked. When constructed, the locking projection 34 'formed on the upper left and right sides of the lower block B1 is caught by the rear surface 32b of the through hole 32 formed in the middle of the upper block B2, thereby the upper block B2. The interlocking state of the upper and lower blocks that are not pushed forward is made.

When the retaining wall is constructed using the block according to the present embodiment, other materials other than the block and the reinforcement are not required, so that the material cost can be greatly reduced, and the construction method is very simple, thereby shortening the construction period.

30 to 35 show the structure of the retaining wall construction block and the retaining wall constructed by the block according to the third embodiment of the present invention. In the block of the present embodiment, the connecting pin 90 is connected to the upper and lower blocks. It is basically similar to the first embodiment in that it uses, but the difference in the position of the connection pin insertion hole 34 into which the connection pin 90 is inserted and the connection pin coupling method between the upper and lower blocks B1 and B2. There is, which is the front surface 10 and the rear surface 20 in contact with the reinforcement body side exposed to the outside, the upper surface 30 is formed with a connecting pin insertion hole 34 for inserting the connecting pin 90 between the upper and lower blocks; In the retaining wall construction block having a lower surface 40 corresponding to the upper surface 30 and left and right side surfaces 50 and 60 which are in contact with adjacent blocks to the left and right, the left and right side surfaces 50 and 60 are rearward. It is formed as an inclined surface inclined inward, and wings 70 and 80 extending outward are formed at the rear of the side surfaces 50 and 60, respectively. The left and right wings 70 and 80 are formed at mutually asymmetrical positions, and the receiving grooves 52 and 62 are formed at the front or the rear of the wings 70 and 80 to accommodate the wings of other adjacent blocks. The upper surface 30 has both ends of the reinforcing member insertion groove 36 open to the side and the rear side, respectively, is formed in a symmetrical shape, and the connecting pin insertion hole 34 has a long hole shape in the left and right directions. When adjusting the distance between the blocks, even if the block is moved to the left and right side, the connecting pin insertion holes 34 of the upper and lower blocks B1 and B2 communicate with each other so that the upper and lower blocks can be mutually coupled by the connecting pin 90. It is supposed to be.

In the description of this embodiment, the parts sufficiently described by the first embodiment or the second embodiment will be omitted to avoid duplication.

Even in the retaining wall construction block according to the third embodiment of the present invention, the connecting pin insertion hole 34 extends downward from the upper and wider portions 34a and the upper and extended portions 34a, which are relatively wider than before and after. The front and rear narrow narrow portion 34b and the tapered inclined portion 34c formed at the boundary between the upper and lower portions 34a and 34b.

The connecting pin 90 used in the present invention is formed with a head 92 at the upper end, and the head 92 is no longer caught under the upper extension 34a of the connecting pin insertion hole 34. Does not fall into.

The inclined portion 34c is for the connection pin 34 to be easily inserted into the lower extension portion 34b from the upper extension portion 34a.

In addition, in the present invention, the strip-shaped fiber reinforcement (E) is inserted into the connecting pin insertion hole formed to overlap on the reinforcement insertion groove 36 in the state of being fitted in the reinforcement insertion groove 36 of the upper surface 30 of the block as shown in FIG. Since it is also caught in the lower end of the connecting pin 90 fitted to the 34, the coupling structure between the reinforcement and the block also makes a double coupling structure to maintain the anchoring state of the more robust reinforcement.

In constructing the retaining wall using the block of the present embodiment, a separate auxiliary material other than the block, the reinforcing material, and the upper and lower connecting pins is not required, so the construction process itself is very simple and the material cost can be shortened and the construction period can be shortened.

36 to 38 show a state in which the block of the present embodiment is united in two stages and constructed simultaneously.

36 to 38, the two blocks (B1, B2) are stacked and lifted at the same time to build, but the blocks (B3, B4) are also built on top of the block of the lower part ( By arranging with B1 and B2), the front pattern of the retaining wall can be different from the one-stage stacking.

In the construction method as described above, it is suitable for connecting the reinforcement (E) every two stages, and in this case, the construction of the block can be made more quickly and conveniently by lifting the block using equipment in earnest.

39 and 40 are perspective views of the rear portion of the retaining wall showing a state of constructing a curved retaining wall protruding into the block according to the third embodiment of the present invention, and FIGS. 41 and 42 are indented into the block according to the third embodiment. It is a rear perspective view of the retaining wall showing a state of constructing the curved retaining wall.

In the case of constructing the curved retaining wall of the protruding or indented type using the block according to the third embodiment of the present invention, it is similar to the building method shown in FIGS. 20 to 23 of the first embodiment. Is omitted.

On the other hand, when constructing a straight or curved retaining wall with the block according to the present embodiment, as shown in Figs. 43 and 44, two or more adjacent blocks B are joined by one reinforcement E at once. As it is anchored, there is an advantage that the block does not occur in the process of constructing the retaining wall or after the completion of construction, the block is individually projected forward by the earth pressure of the reinforced soil.

In addition, even when the curved retaining wall is constructed by the block according to the present embodiment, since the wings 70 and 80 formed on the side rear of the block B adjacent to the left and right are completely overlapped, there is no gap between the blocks. In addition, the phenomenon that the reinforcement soil flows out of the front of the block does not occur, and even if observed visually from the front of the retaining wall, the soil inside the block is not visible.

In addition, in the case of constructing the curved retaining wall with the block according to the present embodiment, in the conventional block, there is no cost burden or hassle, such as making a separate block used for the curved portion or splitting the general block. Only one type of block is used, but the retaining wall having the desired radius of curvature can be constructed by only adjusting the overlapping degree of the blades 70 and 80, thereby not only satisfying various design conditions, but also generating waste materials. It can also minimize the material cost and workability can be improved.

Blocks according to the first to third embodiments of the present invention, in addition to the above-described construction form, the bottom side of the retaining wall is constructed at the same time by uniting several blocks up and down, and the number of overlapping blocks is gradually reduced thereon. By stacking them along the way, it is possible to build a retaining wall that is visually stable. In addition, various patterns of retaining walls can be constructed.

As described above, the block of the present invention can freely construct a straight retaining wall as well as a curved retaining wall having an arbitrary curvature radius according to the terrain, and do not cut or remove a part of the block even when constructing the curved retaining wall. By using the original block as it is, construction is quick and there is no waste material. Even if the gap between adjacent blocks opens, the reinforcement soil at the rear of the block is seen or spilled from the outside due to the overlapping effect of the wings formed at the rear of the block. This block prevents adjacent blocks from interlocking with each other so that the retaining wall surface does not become full, especially when building a curved retaining wall, and the adjacent blocks are anchored by one reinforcement at the same time to separate blocks. This phenomenon does not occur and the horizontal installation interval of the reinforcement The front end of the reinforcement can be connected individually to each block or connected together to several adjacent blocks to prevent the deviation of individual blocks, or to plant the tree behind the retaining wall block or to embed other pipes. The interference phenomenon does not occur, so the left and right installation intervals are uniform or the construction of the retaining wall in consideration of various situations has a useful effect.

Claims (12)

The front surface 10 exposed to the outside and the rear surface 20 in contact with the reinforcement body side, the connecting pin insertion hole 34 for inserting the connecting pin between the upper and lower blocks and the through hole 32 into which the lower end of the connecting pin is fitted In the retaining wall construction block having a formed upper surface 30, a lower surface 40 corresponding to the upper surface 30, and left and right side surfaces 50 and 60 which are in contact with adjacent blocks to the left and right, The left and right side surfaces 50 and 60 are formed to be inclined to the rearward inward side, and wings 70 and 80 extending outward are formed at the rear of the side surfaces 50 and 60, respectively. (70, 80) is formed in a mutually asymmetrical position and the front or rear of the wing (70.80) is formed with receiving grooves (52, 62) for receiving the wing (70, 80) of the adjacent block, the upper surface (30) Retaining wall building block, characterized in that the both ends are formed with a "ㅛ" type reinforcement insert groove 36 is open to the sides (50, 60) and the rear surface 20, respectively. delete The upper surface 30 and the upper surface 30 formed with a connection pin insertion hole 34 for inserting the connection pin 90 between the front surface 10 and the upper and lower blocks that are in contact with the front surface 10 and the reinforced earth side exposed to the outside. In the retaining wall construction block having a lower surface 40 corresponding to and left and right side surfaces 50 and 60 contacting each other between adjacent blocks, The left and right side surfaces 50 and 60 are formed to be inclined to the rearward inward side, and wings 70 and 80 extending outward are formed at the rear of the side surfaces 50 and 60, respectively. (70, 80) is formed in a mutually asymmetrical position, the front or rear of the wing (70, 80) is formed with receiving grooves (52, 62) for receiving the wings of other adjacent blocks, the upper surface (30) Reinforcement insert groove 36 is formed at both ends of the reinforcement insert groove 36 is open to the side and the rear side, respectively, in the symmetrical shape, the connecting pin insertion hole 34 is formed in the long wall shape of the retaining wall, characterized in that formed in a long hole in the left and right directions . The method according to claim 1 or 3, Retaining wall construction block, characterized in that the blade (70, 80) is formed with a step (h) lower than the upper surface (30). The method according to claim 1 or 3, Retaining wall, characterized in that the rear middle portion of the upper surface 30 is formed in the rear groove 38 has a height of 5 to 10mm lower than the upper surface 30 to the boundary of the reinforcement insert groove 36 opened to the rear side of the block. Building blocks. The method according to claim 1 or 3, Retaining wall construction block, characterized in that the through hole 32 is in contact with the middle portion of the reinforcement insert groove (36). The method according to claim 1 or 3, The connecting pin insertion hole 34 has a relatively wide front extension 34a, a lower extension 34b which extends downward from the upper extension 34a and a relatively narrow front and rear width 34b, and Retaining wall building block, characterized in that consisting of a tapered inclined portion (34c) formed at the boundary between the upper expansion portion (34a) and the lower reduction portion (34b). The method according to claim 7, Retaining wall building block, characterized in that the lower reduction portion (34b) of the connecting pin insertion hole (34) and the front surface (32a) of the through hole (32) is located on the virtual collinear (L) extending in the left and right directions. The method according to claim 3, Retaining wall construction block, characterized in that the connecting pin insertion hole 34 is formed to overlap on the reinforcement insert groove (36). The method according to claim 1 or 3, Retaining wall construction block, characterized in that the left and right sides (50, 60) is made of a stepped shape. The method according to claim 1 or 3, Retaining wall building block, characterized in that the front surface (10) is formed with a chamfered surface (12) of the left and right outside. The method according to claim 1 or 3, Retaining wall building block, characterized in that the left and right wings (70, 80) width is formed longer than the left and right width of the block (B).

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