KR20000059041A - Blocks for Constructing a Breast Wall, and Method of Constructing the Breast Wall - Google Patents

Abstract

PURPOSE: A block for a retaining wall and its execution is provided, which is easy to install and to repair a retaining wall and makes the external appearance of a retaining wall finely. CONSTITUTION: A concrete block for a retaining wall comprises; a T-shaped block (1), which composes most of a retaining wall; a sectional block (2), which divides a retaining wall into several sections; a retaining wall-support block (3) which supports a retaining wall from the rear of a retaining wall; a retaining wall-finish block (4) loaded on the top of a retaining wall completed. The execution of a retaining wall comprises the steps of; installing a vertical member (14) on the installation spot of a retaining wall exactly; passing a vertical member (14) through a hole and a groove of a T-shaped block (1) and a sectional block (2) and piling up a block; fixing a retaining wall-support block (3) on the rear and connecting a T-shaped block (1) and a sectional block (2) to a retaining wall-support block (3) by a wire (13); loading a retaining wall-finish block (4) on the top of a retaining wall completed; filling up the gap between a retaining wall and a retaining wall-support block (3) with soil or rubble.

Description

Retaining Wall Block and Construction Method {Blocks for Constructing a Breast Wall, and Method of Constructing the Breast Wall}

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall block and a construction method thereof, and more particularly, to a retaining wall block and a method for constructing the retaining wall, while facilitating the construction and repair of the retaining wall when installing the retaining wall on a cut surface or the like. will be.

In the conventional retaining wall, as shown in FIG. 1, it is common to assemble a continuous cuboidal block in the form of a square without any division.

This type of retaining wall has the disadvantage that the earth pressure acting on the retaining wall soil surface is strongly applied to the whole retaining wall, and when a part of the retaining wall collapses due to the earth pressure of the soil surface, it is long in a private shape when it is repaired. Due to the continuous stacking feature, the newly retaining retaining wall does not fit well with the existing retaining wall, which frequently results in the occurrence of gaps.

In order to overcome this problem, a method of eliminating gaps formed in the newly retained retaining wall and the existing retaining wall is forcibly formed by cutting the block or breaking the block and forcibly forming the gap. They are forced to cast concrete to eliminate gaps, or to rebuild the entire retaining wall. The gap removed by the forced masonry method or the concrete pouring method is only one unmeasurement, causing secondary and tertiary re-collapse.

Also, in general, in the construction site of retaining walls, it is not necessary to continuously keep retaining walls in one work place, but to keep the wall stacking at the same time in order to maximize work efficiency. Retaining walls piled up in different directions meet, and finally, the joints are joined to form a continuous retaining wall.

As the retaining wall blocks are usually produced in large quantities by the mold, not all blocks are manufactured to the same dimensions due to the wear of the mold or other causes, and the retaining wall is stacked at different places of work as described above. From the result of the surrounding conditions of the installation site or the various difficulties in construction, the parts where the retaining walls meet in different directions do not coincide, but some gaps are formed.

In order to remove such gaps, in general, the steel sheet is forcedly casted or concrete-poured in the same manner as described above, thereby not only deteriorating the appearance but also providing a cause of collapse.

In addition, since the blocks used in the conventional retaining wall and river banks or banks or the like are used in the form of blocks without reinforcing bars, deformation of the block due to earth pressure on the back wall of the retaining wall is easy and easily broken.

In addition, the pattern formed on each block generally used for retaining wall construction is a simple gothic protrusion type, which has no affinity with nature, and its retaining wall is constructed in nature because its main color is gray-white concrete. In this case, it is damaging to the natural landscape.

The present invention has been made to solve such a problem, and an object of the present invention is to facilitate the construction and maintenance of the retaining wall by inserting a block for dividing a section between the retaining walls that are continuously installed.

Another object of the present invention is to insert a block for partitioning between the retaining wall to disperse the earth pressure acting on the retaining wall top surface, by adding a variety of patterns and colors to all blocks constructed on the retaining wall nature-friendly It aims to install retaining wall.

Retaining wall concrete block according to the present invention for achieving the above object is a T-shaped block constituting most of the retaining wall, a section partitioning block for dividing the retaining wall into a plurality of sections, retaining wall for supporting the retaining wall in the rear of the retaining wall It is composed of a support block and a retaining wall finishing block loaded on top of the completed retaining wall.

In addition, the retaining wall construction method according to the present invention performs a survey at a place where the retaining wall is to be installed, and installs a plurality of vertical members at precise positions, and passes the vertical members through holes and grooves formed in the T-shaped block and the section partition block. While retaining the blocks, the retaining wall supporting block is fixed to the rear, and the T-shaped block and the section dividing block are connected to the retaining wall supporting block by wire, and the retaining wall finishing block is loaded on the top of the completed retaining wall, And fill the gap between the retaining wall support block with soil or rubble.

1 is an explanatory view schematically showing a form in which a conventional retaining wall is constructed.

Figure 2 is a plan view schematically showing one example of manufacturing the retaining wall using the T-shaped block, the sectioning block and the retaining wall support block according to the present invention.

Figure 3 is a perspective view of the T-shaped block of the present invention.

Figure 4 is a perspective view showing a block for segmentation of the present invention.

5 is a perspective view showing one modification of the block for segmental division of the present invention.

Figure 6 is a perspective view showing a retaining wall support block of the present invention.

7 is a cross-sectional view taken along the line A-A in FIG.

8 is a perspective view showing a retaining wall finishing block of the present invention.

FIG. 9 is a side view illustrating a process of installing a retaining wall using a T-shaped block, a section partition block, and a retaining wall support block. FIG.

10 is an explanatory view schematically showing a part of the completed retaining wall;

11 is an explanatory view schematically showing a completed state of the retaining wall.

<Explanation of symbols for main parts of drawing>

1: T-shaped block 2: Block for section division

3: retaining wall support block 4: retaining wall finishing block

5: Wire guide groove 6a, 6d: Vertical member through hole

7a, 7b: vertical member guide groove 8a, 8b: T-shaped block coupling groove

9: wire fastening member groove 10: pile insertion hole

11a, 11b: connecting member groove 12: foundation concrete floor

13 wire 14 vertical member

15: fastening member 16: connecting member

17: pile

Hereinafter, preferred embodiments of the present invention will be described in detail with the accompanying drawings.

As shown in FIG. 2, the present invention is characterized in that the retaining wall is completed by arranging the section dividing blocks 2 at regular intervals in the middle of the retaining wall in installing the retaining wall using a plurality of T-shaped blocks 1. do. Since the T-shaped block 1 or the section dividing block 2 is provided with a plurality of grooves for the vertical member 14 to pass through, the T-shaped block 1 or the section dividing block 2 in the upper and lower layers is vertical. It is supported more firmly by the member 14.

In addition, a support block 3 is arranged on the rear surface of the retaining wall, and the vertical member 14 passing through the T-shaped block 1 or the section dividing block 2 is fastened in the support block 3 by a wire 13. It is connected with the member 15.

3 shows a schematic shape of the T-shaped block 1.

As shown, the T-shaped block 1 has a hole 6a through which the vertical member 14 (see FIG. 2) penetrates, and as long as a thread is formed on the left and right sides of the hole 6a. A pair of screw grooves 6b and 6c are formed.

When manufacturing the T-shaped block (1) it is possible to increase the strength by inserting a reinforcing bar inside. In addition, the section dividing block, the retaining wall support block, and the retaining wall finishing block described later can similarly increase the strength by inserting reinforcing bars inside the fabric.

The screw grooves 6b and 6c are used for transporting or moving the T-shaped block 1. When the fastening bracket is inserted into the screw grooves 6b and 6c and a tool such as a rope is connected to the bracket, The T-shaped block 1 can be carried or moved.

Further, at the left and right ends of the T-shaped block 1, a pair of vertical member guide grooves 7a and 7b having a semicircular cross section are formed so as to be symmetrical. The vertical member guide grooves 7a and 7b are the member member guide grooves of the member member guide grooves 7a and 7b of the T-shaped block 1 adjacent to each other when the retaining wall is installed, or the division block 2 to be described later. (7a ') (7b') are in close contact with each other to form a complete hole, through which the vertical member 14 passes.

The groove 5 is formed long in the upper surface of the T-shaped block 1 from the hole 6a toward the rear. The groove 5 is a wire guide groove, which serves as a passage through which the wire 13 connecting the support block 3 (to be described later) and the vertical member 14 passes, and also the wire guide groove 5. When the other T-shaped block (1) is stacked on the upper side of the T-shaped block (1) serves to prevent the contact of the lower surface of the upper T-shaped block 1 and the wire 13 by the wire 13 ) To extend the life of the device.

4 shows a block 2 for section division.

As shown in FIG. 4, a hole 6a through which the vertical member 14 penetrates is formed at the center of the block 2 for division, and the division is performed at the left and right sides of the hole 6a as described above. Screw grooves 6b and 6c which are used when transporting or moving the dragon block 2 are formed.

In addition, a plurality of vertical member through-holes 6d are formed in the area adjacent to the corner of the section dividing block 2 in order to reinforce the supporting force of the section dividing block 2.

At the left and right ends of the section dividing block 2, grooves 8a and 8b having vertical member guide grooves 7a and 7b having semicircular cross sections are referred to as "T-shaped block joining grooves". Is formed, and this T-shaped block joining groove 8a, 8b is a place where the vertical member guide groove 7a, 7b of the T-shaped block 1 is engaged when the retaining wall is constructed. .

That is, the heads of the T-shaped blocks 1 are coupled to the T-shaped block coupling grooves 8a and 8b of the interval-dividing blocks 2, wherein the vertical members of the interval-dividing blocks 2 are combined. The guide groove 7b and the vertical member guide groove 7a of the T-shaped block 1 are combined to form a complete circle and serve as a passage of the vertical member 14.

In this way, the plurality of vertical members 14 pass not only through the central vertical member through hole 6a and the plurality of vertical member through holes 6d, but also the interval dividing block 2 in the interval dividing block 2. Since the vertical member guide grooves 7a and 7b are coupled to the T-shaped block 1 on the left and right sides, and the vertical member 14 also penetrates, it is transferred from the soil surface of the retaining wall to the retaining wall. It is possible to support the earth pressure to be stronger, and to effectively prevent the collapse of the retaining wall formed in the other section when one retaining wall formed between the sectioning block (2) and the sectioning block (2) collapses. do.

On the upper surface of the section dividing block 2, a wire guide groove 5 is formed long from the hole 6a toward the rear, which is the same as the wire guide groove 5 formed in the above-described T-shaped block 1; Since it has a purpose and function, further description thereof will be omitted.

FIG. 5 shows an example in which the section dividing block 2 of the present invention is modified to appropriately correspond to the topography of the site on which the retaining wall is constructed.

In general, cut surfaces made by river banks or embankments or various constructions are not generally straight in this case. In this case, a modified section dividing block 2 'as shown in FIG. 5 may be usefully used. Can be.

That is, in the interval dividing block 2 'as shown in FIG. 5, the T-shaped block coupling grooves 8a and 8b are not formed on the surfaces facing each other, but the interval dividing block 2'. It is formed on the left side and the back side of). Although not shown, if necessary, the T-shaped block joining grooves 8a and 8b may be formed on the right side and the rear side of the section dividing block 2 ', respectively.

This is made in preparation for the terrain bent almost close to the right angle, the wire guide groove 5 is positioned to pass through the middle of the T-shaped block coupling groove 8a and the T-shaped block coupling groove 8b.

The section partition block 2 'modified in this way is for constructing the retaining wall appropriately according to various terrains, and the position and the wire guide of the T-shaped block coupling grooves 8a and 8b by a simple modification of the manufacturing template. The position and angle of the groove 5 can be changed.

When constructing the retaining wall using the T-shaped block 1 and the section dividing block 2 of the present invention, the section dividing block 2 at regular intervals in the longitudinal direction of the retaining wall during the stacking of the T-shaped block 1 ) So that the entire retaining wall is divided into sections at regular intervals by the section dividing block 2.

As the retaining wall is constructed using the section dividing block 2 as described above, even when the retaining wall is constructed at the same time in several work places, adjacent workers eventually meet at the section dividing block 2, which has been a problem in the retaining wall construction. You can offset the gap. That is, in the past, when constructing the retaining wall at several work places at the same time, the space where the adjacent workers meet each other had to have a gap due to the surrounding conditions of the retaining wall, the inconsistency of the block size, and the minute error in construction. The use of forced masonry or concrete pouring caused the retaining wall to collapse.

However, the use of the interval dividing block 2 of the present invention reduces this problem. When constructing the retaining wall according to the present invention, first, after surveying the surrounding conditions on which the retaining wall is to be installed and accurately calculating the points and the number of the vertical members 14 to be erected and the positions to assemble the section dividing block 2, etc., The vertical members 14 are installed at predetermined positions, and the foundation concrete floor 12 (see Fig. 2) is installed. The foundation concrete floor 12 supports the vertical member 14 and distributes the load of the retaining wall and also serves to support the retaining wall.

Then, since the T-shaped block 1 and the section dividing block 2 are piled up along the position where the vertical member 14 is installed, the dimensions are constant and adjacent even when the retaining wall is constructed simultaneously in various work places. The retaining wall is not misplaced at the point where workers meet.

When the upper and lower T-shaped blocks (1) are to be stacked in a zigzag form with their central axes staggered, the T-shaped blocks (1) in contact with the section dividing blocks (2) may be divided in half in the field as necessary. Alternatively, the factory can produce and supply half T-shaped blocks.

Thus, the retaining wall constructed by dividing the section is supported by the earth pressure of the soil surface for each section, and thus has a stronger surface pressure than the retaining wall that is continuously stacked. However, if a strong earth pressure is transmitted to the retaining wall and the retaining wall of any one section collapses, the section is already divided, so that the retaining wall of another section is continuously prevented from collapsing, so only the retaining wall of some collapsed sections need to be repaired. This makes repairing the retaining wall very easy.

Conventionally, when repairing a retained wall, there is a gap between the newly constructed retaining wall and the existing retaining wall, so that a gap occurs. Therefore, as described above, the repair is performed using a forced masonry method or a concrete pouring method. Due to this, there was a problem of putting a lot of cost, time and manpower such as causing the second and third collapse or having to rebuild the whole retaining wall. However, this problem is solved because the retaining wall constructed by the present invention only needs to repair the collapsed section, and the retaining wall constructed before the collapse by the vertical member 14 installed together with the foundation concrete floor 12 as described above. The same retaining wall can be rebuilt.

6 is a perspective view of the retaining wall support block of the present invention, and FIG. 7 is a cross-sectional view taken along line A-A of the retaining wall support block.

As shown, at the upper end of the retaining wall support block 3, the wire fastening member groove 9 and the pile insertion hole 10 are formed at a constant distance on the same line, and each wire fastening member groove 9 is provided. The wire guide groove 5 extends long from the front toward the front. Connection member grooves 11a and 11b are formed at both ends of the retaining wall support block 3, respectively. Moreover, the inside of the wire fastening member groove 9, the pile insertion hole 10, and the connection member groove 11 are comprised with the screw thread (refer FIG. 7).

As shown in FIG. 2, the wire fastening member groove 9 is used to fix the wire 13 connected to the retaining wall, and the vertical fastening member 15 is inserted into the wire fastening member groove 9 after being inserted into the wire fastening member groove 9. The wire 14 is firmly connected between the member 14 and the fastening member 15. The pile insertion hole 10 is a hole that penetrates the inside of the retaining wall support block 3 and is used for fixing and carrying the retaining wall support block 3.

In other words, when carrying the retaining wall support block 3, a bracket (not shown) having a ring shape is fixed to the pile insertion hole 10, and a rope or the like is attached to the bracket so that the manpower or equipment is used. The retaining wall support block 3 may be carried. When the retaining wall support block 3 is transported to the construction site, the brackets are removed from the pile insertion hole 10, and the retaining wall is vertically driven by mounting the pile 17 (see FIG. 9) in the pile insertion hole 10. Supporting block (3) is firmly fixed. In addition, the connecting member 16 is fastened to the connecting member grooves 11a and 11b for connecting adjacent retaining wall support blocks 3 to each other.

Such a retaining wall support block 3 is for supporting the earth pressure of the soil surface delivered to the retaining wall, and is installed at the same time behind the retaining wall when the retaining wall is stacked. That is, each time the retaining wall is laid one by one, the retaining wall supporting block 3 is piled up with the pile 17 at the same height as the retaining wall, and the wire fastening member groove of the retaining wall supporting block 3 is installed. 9, the fastening member 15 is inserted, and then the wire 13 is connected between the vertical member 14 and the fastening member 15 in the retaining wall (see FIG. 9).

The number of the wire fastening member grooves 9 and the pile insertion holes 10 in the retaining wall support block 3 may be adjusted according to the conditions of the retaining wall construction site.

Fig. 8 is a perspective view showing the finishing block 4 of the present invention, wherein the finishing block 4 is a block stacked on top of the retaining wall when the retaining wall is completed.

As shown in FIG. 8, a hole 6a through which the vertical member 14 passes is formed at the upper end of the finishing block 4, and at the end of the finishing block 4 to the left and right sides of the hole 6a. Vertical member guide grooves 7a and 7b are formed, respectively. When the retaining wall is completely constructed, the vertical member 14 passes through the hole 6a and the vertical member guide grooves 7a and 7b of the finishing block 4 and is installed on the top of the retaining wall. The holes 6a and the vertical member guide grooves 7a and 7b are finished using mortar having the same color as the finishing block 4.

In the process of constructing the retaining wall, when the vertical member 14 passes through various holes and grooves formed in the above-described T-shaped block 1, the section dividing block 2 and the finishing block 4, the filling mortar is immediately removed. By inserting the vertical member 14, the T-shaped block (1), the division block (2), the finishing block (4) is firmly bound.

On the other hand, in order to eliminate the monotony of the retaining wall, various patterns may be added to the front portions of the T-shaped block 1, the section dividing block 2, and the finishing block 4.

Hereinafter, one construction example for constructing a retaining wall according to the method of the present invention using the above-described T-shaped block 1, section partitioning block 2, retaining wall support block 3, and finishing block 4 Will be described.

First, the vertical member 14 is arranged in a predetermined position in the place where the retaining wall is to be installed, and the foundation concrete floor 12 is cured to form the bottom portion of the retaining wall. The vertical member 14 installed on the foundation concrete floor 12 is erected at a position calculated after all measurement and measurement in advance, and reinforces the reinforcing bar before installing the foundation concrete floor 12 to install the foundation concrete floor 12. To increase durability.

The vertical member 14 installed in the foundation concrete floor 12 includes the holes 6a of the T-shaped block 1 and the vertical member guide grooves 7a and 7b, and the holes 6a of the section dividing block 2. It is installed to pass through the hole (6d) and the vertical member guide groove (7a) (7b), and the hole (6a) and the vertical member guide groove (7a) (7b) of the finishing block (4), the vertical member 14 The new vertical member (14) can be constructed by setting up a length that is as long as the retaining wall from the beginning, or by setting up a block of an appropriate length (for example, a height of 3-4 layers of T-shaped blocks). Insertion into the holes and grooves described above is also possible to continuously stack while fixing with concrete. This is a matter of choice depending on the conditions of the site.

After installing the base concrete floor 12 including the vertical member 14, the section partition block 2 and the T-shaped block (1) is assembled on the upper portion. First, the vertical member 14 made to penetrate the section dividing block 2 passes through the holes 6a, 6d, and vertical member guide grooves 7a and 7b of the section dividing block 2. And both side surfaces thereof so that the vertical member guide grooves 7a and 7b of the section partitioning block 2 and the vertical member guide grooves 7a and 7b of the T-shaped block 1 meet each other. The head of the T-shaped block 1 is placed in the T-shaped block coupling grooves 8a and 8b of 2). Then, the T-shaped block 1 is assembled while continuing to position the T-shaped block 1 such that the vertical member guide grooves 7a and 7b of the T-shaped blocks 1 adjacent to the side thereof meet each other. All holes and grooves through which the vertical member 14 passes are filled with concrete to further solidify the binding of each block and the vertical member 14.

When the bottom end of the retaining wall is completed in this way, a suitable position behind the retaining wall is selected to install the retaining wall supporting block 3, and the pile 17 is driven into the pile insertion hole 10 of the retaining wall supporting block 3, The retaining wall support block 3 is fixed to the ground. Then, the retaining wall supporting blocks 3 are connected by fastening the connecting member 16 to the connecting member grooves 11a and 11b of the retaining wall supporting block 3.

When the retaining wall support block 3 is installed on the rear surface of the retaining wall as described above, the fastening member 15 is inserted into the wire fastening member groove 9 of the retaining wall support block 3, and the hole of the T-shaped block 1 is inserted. The vertical member 14 passing through 6a and the vertical member 14 passing through the hole 6a of the section dividing block 2 are connected to the fastening member 15 described above by the wire 13.

In this way, the lowermost end of the retaining wall is completed, and the step of stacking the section dividing block 2 and the T-shaped block 1 again above and installing the retaining wall support block 3 behind is continued. At this time, by filling the rubble and the like between the retaining wall and the retaining wall support block 3 at every middle part of the retaining wall stacking step, the water formed on the soil surface can be smoothly drained. In addition, when stacking the T-shaped blocks 1, it is common to stack them in a zigzag form so that the central axes of the upper and lower T-shaped blocks 1 are staggered from each other.

In this way, after the retaining wall is piled up to a desired height, the retaining wall is completed by stacking the finishing block 4 on the top of the retaining wall. When stacking the finishing block 4, the vertical member 14 may be passed through the hole 6a in the finishing block 4 and the vertical member guide grooves 7a and 7b.

10 shows a state in which finishing blocks 4 are stacked on top of the completed retaining wall, and when the finishing blocks 4 are stacked in actual construction, the retaining wall and the retaining wall supporting block 3 are rubble. Although it is filled with a back, in the drawings it is shown so that the retaining wall support block (3) is exposed for ease of understanding.

In the illustrated example, the retaining wall supporting blocks 3 behind the retaining wall are positioned in the form of an oblique staircase, but depending on the construction site, the retaining wall supporting blocks 3 are arranged in a row so as to form a vertical row. Of course you can.

After stacking the finishing blocks on the top layer of the retaining wall, the hole 6a through which the vertical member 14 passes and the vertical member guide grooves 7a and 7b are filled with mortar and finished. If the rear of the retaining wall is filled with soil and rubble to the same height as the upper surface, the installation of the retaining wall is completed as shown in FIG. 14. In Fig. 14, reference numeral 18 denotes soil or rubble, and reference numeral 19 denotes a newly formed ground surface.

As described above, according to the present invention, when the retaining wall is constructed by dividing the sections in advance, the efficiency of the work can be maximized, and the vertical members are erected by careful planning and surveying in advance, and each block is placed on the vertical members. By passing through them, the safety of the retaining wall is maximized by completely solving the problem of a conventionally generated gap, and it is also very economically useful because only the collapsed section can be repaired again, especially when the retaining wall collapses.

When installing the retaining wall according to the present invention, since the vertical member is only required to be erected in advance and the holes of the respective blocks are passed through the vertical member, the retaining wall construction can be performed using the equipment without stacking the blocks by human hands. The construction cost when installing the retaining wall can be greatly reduced.

In addition, the front part of each block has various patterns or shapes integrated with each block to make the appearance more beautiful, and the color of each block is also the same as the natural color, further adding a natural-friendly aspect.

While the invention has been described above with reference to specific embodiments, it will be apparent that various modifications and changes can be made within the spirit of the invention and the appended claims. The specification and drawings are, accordingly, to be regarded in an illustrative rather than a restrictive sense of the invention.

Claims (7)

Has a symmetrical shape, Any point on the left and right symmetry axis is formed with a hole for the vertical member to pass through, Vertical member guide grooves each having a semicircular cross section are formed at the outermost sides of the block to the left and right sides of the hole, The wire guide groove is formed toward the rear from the hole Retaining wall block, characterized in that. Has a symmetrical shape, Any point on the left and right symmetry axis is formed with a hole for the vertical member to pass through, Grooves are formed at the outermost sides of the block to the left and right sides of the hole, Each of the grooves is formed with a vertical member guide groove having a semicircular cross section, The wire guide groove is formed toward the rear from the hole An interval dividing block for a retaining wall, characterized in that. The hole for the vertical member to pass through is formed in the center, Grooves are formed on one of the left side and the right side and the back side, respectively. Each of the grooves is formed with a vertical member guide groove having a semicircular cross section, Wire guide grooves are formed from the holes toward the vertices where the surfaces where the grooves are located meet each other. An interval dividing block for a retaining wall, characterized in that. A plurality of wire fastening member grooves are formed on the upper surface, Wire guide grooves are formed forward from the respective wire fastening member grooves, In the intermediate position of the grooves of the wire fastening member is formed a hole for the insertion, Grooves are formed at both ends to insert connecting members connected to adjacent retaining wall support blocks. Retaining wall support block, characterized in that The plane is approximately rectangular or square, The hole for the vertical member to pass through is formed in the center, Vertical member guide grooves each having a semicircular cross section are formed at the outermost sides of the block to the left and right sides of the hole. Retaining wall finishing block, characterized in that. A first step of installing a plurality of vertical members in accordance with the position of the vertical member through groove and the vertical member guide groove of the retaining wall block and the vertical member through groove and the vertical member guide groove of the retaining wall section partition block; A second step of forming a foundation concrete floor such that the vertical members are included at a bottom of the retaining wall; A third step of inserting the vertical member passing groove and the vertical member guide groove of the retaining wall section partition block into the vertical members installed in accordance with the position of the vertical member passing groove and the vertical member guide groove of the retaining wall section partition block; A fourth step of inserting the vertical member passage groove and the vertical member guide groove of the retaining wall block into the vertical members installed in accordance with the position of the vertical member passage groove and the vertical member guide groove of the retaining wall block; A fifth step of fixing the retaining wall support block on the cut surface behind the retaining wall; A sixth step of inserting the fastening member into the wire fastening member groove of the retaining wall supporting block; A seventh step of connecting the wire to the fastening member by connecting a wire to each of the vertical member passing through the vertical member passing groove of the retaining wall section partition block and the vertical member passing through the retaining wall block; An eighth step of filling the soil and rubble between the area where the retaining wall section partition block and the retaining wall block are stacked and the retaining wall support block are located; A ninth step of repeating the third to eighth steps until the retaining wall having a desired height is completed; A tenth step of loading the retaining wall finishing block by inserting a vertical member through-groove of the retaining wall finishing block into the vertical member at the top of the retaining wall completed to a desired height; And an eleventh step of filling the retaining wall and the retaining wall support block with soil and rubble to the same height as the upper surface of the retaining wall finishing block. Retaining wall construction method, characterized in that. 7. The retaining wall construction as claimed in claim 6, wherein a filling material is inserted into the vertical member passage groove and the vertical member guide groove when the vertical member passes through the vertical member passage groove and the vertical member guide groove. Way.