KR20150098535A - a prefabricated retaining block and all its adjuncts for assembling the block. - Google Patents
a prefabricated retaining block and all its adjuncts for assembling the block. Download PDFInfo
- Publication number
- KR20150098535A KR20150098535A KR1020140020534A KR20140020534A KR20150098535A KR 20150098535 A KR20150098535 A KR 20150098535A KR 1020140020534 A KR1020140020534 A KR 1020140020534A KR 20140020534 A KR20140020534 A KR 20140020534A KR 20150098535 A KR20150098535 A KR 20150098535A
- Authority
- KR
- South Korea
- Prior art keywords
- block
- bottom plate
- retaining wall
- plate support
- bolt
- Prior art date
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Retaining Walls (AREA)
Abstract
Description
BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a building retaining wall block, which is constructed by complementing the respective pros and cons of each of a conventional tile retention wall, a reinforced concrete retaining wall and a reinforced earth retaining wall. More specifically, Which can reduce the construction period and construction cost by assembling the building to the site, and assembling the same.
So far, retaining walls are mainly composed of tile retaining walls, reinforced concrete retaining walls, and reinforced earth retaining walls.
The tile retaining wall is used to construct the low retaining wall of less than 3-4 meters, and it is a fact that it is formed due to the low construction cost and the short construction period. However, not only the site loss due to the inclination of the wall due to the construction, Because of the load of the rock mass, it corresponds to the earth pressure, so the response force against the earth pressure is weak. Also, since the gravel is leaked into the space between the stone and the stone, the risk of the greatest partial collapse is higher than other retaining walls.
Reinforced concrete retaining wall has less site loss than stone retaining wall and is used mainly for high retaining wall construction because of excellent strength of front wall. However, because of excessive use of rebar and construction work, have.
Reinforced earth retaining wall is advantageous in construction of front wall and stabilization of ground due to installation of reinforcing material. It is advantageous for construction of high retaining wall and it is advantageous in that construction cost is short and construction period is shorter than reinforcing concrete retaining wall. However, The retaining wall is disadvantageous in that it is difficult to compaction the soil of the backfilled soil, or when the grid breaks or pulls out, collapse occurs, and the bottom plate is not formed, which causes conduction and settlement of the retaining wall. And the earth pressure due to the failure of compaction of the soil is insufficient to cause the collapse.
In order to solve the above-described problems, the present invention provides a method of manufacturing a concrete retaining wall by mass-producing a retaining wall in a factory, transporting the retaining wall to a construction site, It is possible to effectively reduce the cost and to prevent the risk of partial collapse such as reinforced earth retaining wall by integrating each block with bolts and nuts and by integrating them together. Also, reinforcing blocks and anchor bolts So as to reinforce the stress of the retaining wall with respect to the earth pressure, thereby forming a stronger retaining wall than the existing retaining walls.
In order to achieve the above object,
A reinforcing part reinforcing the stress of the retaining wall against the earth pressure, and a reinforcing part reinforcing the reinforcement of the retaining wall against the earth pressure, and a reinforcing part reinforcing the reinforcing part of the retaining wall, To provide a prefabricated retaining wall block and block assembly adjunct consisting of a closed surface finish
At this time, the block includes a
And a block connecting bolt (213); A bolt
A
The reinforcement block 413, the reinforcing
The finishing portion is provided with a
Here, the blocks of the block provided above will be described in more detail. In the
A total of five
In the
In the
In the
In the
In detail, the block connection fixing part provided above is provided with a
The bottom
The two bottom plate support
A
In addition, as for the reinforcing part provided above, each block is inserted into the
In order to finish the retaining wall, a
The composition of the retaining wall of the present invention based on the above-
1. After making the basic taps
2, a
3. After the foundation monolith is completed, a
4. A connecting
5. When the bottom plate 318 is dried, a
6. When the above process is completed, fill the soil on the bottom plate (218).
7. When the filling of the soil is completed, the reinforcement block 413 is provided in the retaining wall composition of the embankment surface, and the
8. When the above process is completed, the
9. Repeat steps 6, 7, and 8 to form the retaining wall to the desired height.
10. A
11. When the above process is completed, the
The present invention can effectively reduce the time and expense required for construction as compared with the conventional concrete retaining wall construction by mass-producing the retaining wall in the form of an assembly in a factory, transporting the retaining wall to a construction site, In addition, each block is assembled by bolts and nuts and integrated, thereby preventing the risk of partial collapse such as reinforced earth retaining wall and providing a reinforcement block such as an anchor bolt in the direction of the back wall of the retaining wall to connect with the retaining wall. Reinforcing the stress of the retaining wall to form a stronger retaining wall than the existing retaining walls.
Drawing 1: Representative figure
Drawing 2: Basic Block Diagram
Drawing 3: Curved block perspective view
Drawing 4: Large block perspective view
5: General block perspective view
Drawing 6: Mini-block perspective view
Drawing 7: Triangular block perspective view
Figure 8: Process diagram of retaining wall block assembly
9: Retaining wall block assembly drawing
Drawing 10: Basic block and curved block assembly back view
Drawing 11: Drawing process of curved block and curved block
Drawing 12: Bending block and curved block assembly back view
Drawing 13: Bending block and base block reassembly back view
Drawing 14: Bending block and curved block reassembly back view
15: bottom plate support, bottom plate support pin, connection link drawing
Figure 16: Side view of assembled underfloor support
Figure 17: Floor plan view of bottom plate support
Figure 18: Side view of assembling the cut-away bottom plate support
Drawing 19: Side view of concrete pouring
Drawing 20: Large block assembly side view
Drawing 21: Dirt back side view
Drawing 22: Assembly of clip for connecting reinforcement part
Drawing 23: Connecting side of reinforcing block
Figure 24: Side view of connecting anchor bolts
Drawing 25: Block assembly front view
Drawing 26: Color panel and finish panel map
Drawing 27: Color panel assembly drawing
Drawing 28: Finishing panel assembly drawing
DESCRIPTION OF THE EMBODIMENTS
111: basic block 112: curved block
113: Large block 114: Normal block
115: mini block 116: triangular block
117: existing ground 118: new ground
119: Concrete placement surface
211: block connection box 212: block connection bolt insertion hole
213: Block connecting bolt 214: Bolt connecting fixing plate
215: Nut 216: Washer
217: Curved block connecting part 218: Curved block connecting pin
219: Curved block connecting pin insertion hole 220: Panel mounting insertion groove
211: Color panel 222: Finishing panel
223: Block connection bolt insertion groove 224: Color panel insertion part
311: bottom plate support 312: bottom plate support opening
313: bottom plate support pin fixing pin 314: bottom plate support pin insertion pin
315: connection link 316: connection link fixing pin
317: connecting link fixing pin insertion hole 318: bottom plate
319: bottom plate fixed pile
411: reinforcement connecting clip 412: connecting wire
413: reinforcing block 414: anchor bolt
415: reinforcing portion connecting clip insertion groove 416: reinforcing block connecting pin
417: anchor bolt connecting pin 418: wire fixing pin 419: wire connecting ring
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the accompanying drawings.
1 is a representative view of the present invention.
2 is a front perspective view of a
A total of six
3 is a front perspective view of a
A total of five
4 is a front perspective view of a
In the
5 is a front perspective view of a
In the
6 is a front perspective view of a mini-block 115 forming a general wall of the retaining wall of the present invention.
Four
7 is a front perspective view of a
Two
8 is an assembled view of the retaining wall block according to the present invention.
The
9 is an assembled view of a retaining wall block according to the present invention.
10 is an assembled rear view of the
In the curved portion of the retaining wall, connect the
11 is a view showing an assembling process of the
The
12 is an assembled rear view of the
The
13 is a rear view of the reassembly of the
14 is a reassembled rear view of the
When the connection between the
15 is a view of a
The bottom
16 is a side view of assembly of the
The connecting
17 is a plan view of assembling the
The retaining wall of the present invention is characterized in that a bottom plate portion for forming a retaining wall on the embankment surface is formed on the back surface of the block, and a bottom plate portion for forming a retaining wall on the cut surface is formed on the entire surface of the block.
18 is a side view of assembling the bottom plate support of the cut-out surface.
A
When the above process is completed, the bottom plate 318 is formed by placing concrete on the
19 is a side view of concrete pouring.
After the bottom plate 318 is formed by pouring the concrete, the bottom plate 318 is dried. When the bottom plate 318 is dried, the
20 is a side view of assembling a large block.
It is also possible to assemble the
Due to the above process, when a retaining wall with a certain height is formed, the back of the block is filled with soil.
21 is a side view of the back fill.
The reinforcing block 413 is provided at the retaining wall of the embankment surface to connect with the retaining wall to provide anchoring
22 is an assembled view of the reinforcing
The reinforcing
23 is a connection side view of the reinforcing block 413. FIG.
The reinforcement block 413 can be replaced by a
24 is a side view of the connection of the
The retaining wall is formed by assembling the retaining wall to the desired height while continuing the above processes.
Figure 25 is a block assembly front view.
26 is an illustration of a
27 is a front view with a
The front surface of the retaining wall is finished by attaching the
28 is an insert view of the
When the front surface of the retaining wall is not decorated with the
Claims (11)
A reinforcing part reinforcing the stress of the retaining wall against the earth pressure, and a reinforcing part reinforcing the reinforcement of the retaining wall against the earth pressure, and a reinforcing part reinforcing the reinforcing part of the retaining wall, To provide a prefabricated retaining wall block and an assembled accessory comprising a finished surface finish
At this time, the block includes a base block 111; A curved block 112; A large block 113; General block 114; Mini block 115; The block connecting box 211 and the panel mounting insertion groove 220 are formed in the shape of a square, a rectangle or an ellipse in the shape of a square, a rectangle or an ellipse, 211 is formed with a block connecting bolt insertion port 212 penetrating to the backside of the block. The upper base block 111 is connected to the bottom plate to form the base end wall of the retaining wall of the present invention, The mini block 115 serves to form a general wall surface other than the base end wall surface and the triangular block 116 serves to form a wall surface of the curved portion, Is complementary to the right-angled edge portion protruding according to the height difference of the wall surface,
The fixing part includes a block connecting bolt (213); A bolt connection fixing plate 214 and a nut 215 are provided, the upper fixing portion serving to connect and fix the block and the block,
A bottom plate support 311 and a bottom plate support pin 313; Connecting link 315: connecting link fixing pin 316; The bottom plate 311 is provided in the concrete when the concrete for forming the bottom plate 318 is laid in the field so that the bottom plate 318 serves as a skeleton of the bottom plate 318, The bottom plate support pin 313 serves to fix the bottom plate support 311 to the base block 111 and the connection link 315 serves to support the bottom plate support 311 The bottom plate supporting peg 311 serves to fix each bottom plate supporting base 311 and the bottom plate supporting peg 319 serves to prevent sliding of the bottom plate 318 against the earth pressure,
The reinforcement block 413, the reinforcing portion connecting clip 411 and the connecting wire 412 are provided in the reinforcement portion in the case of the embankment retaining wall composition and the anchor bolts 414 and the reinforcing portion connecting clip 412 in the case of the cut- The reinforcing portion connecting clip 411 is connected to the bolt connecting and fixing plate 214 and the connecting wire 412 is connected to the reinforcing portion connecting clip 411 and the reinforcing block 413 Or reinforcing part connecting clip 411 and anchor block 414 to reinforce the stress on the block wall surface with respect to the earth pressure,
The finish is provided with a color panel 221 or a finish panel 222 wherein the upper color panel 221 or the finish panel 222 finishes the front surface of the retaining wall wall after the retaining wall composition has been completed. Blocks and assembly accessories.
In the base block 111, a total of six block connection boxes 211 and three panel attachment slots 220 are formed on the front surface of the block. The upper block connection box 211 has two Two blocks are formed on the right side and two blocks are formed on the upper side and are connected and assembled with blocks provided again by the block connecting bolts 213, the bolt connecting and fixing plate 214 and the nuts 215, One of the insertion grooves 220 is formed on the left side of the front center of the block, one on the right side and one on the upper side to complete a retaining wall by inserting and attaching a color panel or a finishing panel provided at the front end after block assembly, And a bottom plate support insertion hole 312 is formed at a lower end of the block front surface so that the bottom plate support insertion hole 312 is provided with a bottom plate support 311 to form a bottom plate 318.
A total of five block connection boxes 211 are formed on one side of the curved block 112 as viewed from the left and right sides of the front face of the block and a round curved block connecting portion 217 is formed on one side of the block. The block connecting bolts 213 and the bolt connecting and fixing plate 214 and the nuts 215 are formed on the upper surface and the lower surface of the block connecting box 211, And a curved block connecting pin insertion hole 219 is formed in the curved block connecting portion 217 in the upper and lower directions. The upper curved block connecting pin insertion hole 219 is provided with a curved block connecting pin 218 And connecting the upper curved blocks by reinserting the curved blocks into the curved block connecting pin insertion holes 219 of the curved block 112 provided again.
In the large block 113, a total of eight block connecting boxes 211 and four panel mounting insertion grooves 220 are formed on the front surface of the block. The upper block connecting box 211 has two Two bolts are formed on the right side and two bolts are formed on the lower side and two bolts are provided on the lower side so that the block connecting bolts 213 and the bolt connecting and fixing plate 214 and the nuts 215 And a panel attachment groove 220 is formed in the center of the block so as to be one on the left side, one on the right side, one on the upper side, and one on the lower side, Or finishes the retaining wall by inserting and attaching a finishing panel.
In the general block 114, a total of six block connection boxes 211 and one panel attachment slot 220 are formed on the front surface of the block. The upper block connection box 211 has one Two bolts are formed on the upper side and two bolts are formed on the lower side so that the bolts 213 and the bolt connecting and fixing plate 214 and the nut 215 are provided again, And one panel-fitted insertion groove 220 is formed at the center of the block to complete block assembly by attaching or inserting a color panel or a finishing panel provided after block connection and assembly. block.
In the mini block 115, four block connection boxes 211 are formed on the front surface of the block. One block connection box 211 is formed on the left side of the block, one is formed on the right side of the block, One block is formed on the upper side and one block is formed on the lower side of the block. The blocks are connected and assembled with blocks provided again by the block connecting bolts 213, the bolt connecting and fixing plates 214 and the nuts 215 A prefabricated retaining wall block.
The triangle block 116 is formed with two block connection boxes 211 on the front surface of the block and one block connection box 211 is formed on the right side of the block to connect the block connection bolts 213 and the bolt connection fixing plates 214) and by means of a nut (215), each block being re-assembled.
A block connection box 211 and a panel attachment slot 220 are formed in the shape of a square, a rectangle or an ellipse in a concave shape on the front of each block, and a block connection The block connecting bolt insertion port 212 is provided with a block connecting bolt 213 having a shape of 'C' shape and formed with a screw surface at both ends, The screw connecting bolts 213 of the block connecting bolts 213 are inserted into the bolt insertion holes 212 and then the reinforcing portion connecting clip insertion grooves 415 and 2 The bolt connecting and fixing bolt insertion holes 212 of the block connecting bolts 213 are formed in the bolt connecting bolt insertion holes 212 formed in the bolt connecting and fixing plate 214, After that, Block connecting bolts 213 each provide the nut 215 on the thread surface to a block assembly accessories, characterized in that the connecting block assembly as captive.
A bottom plate support base 311 is provided at a bottom end of the base block 111 and a bottom plate support base insertion hole 312 is formed through the foundation block 111. A bottom plate support base 311 is provided at the bottom plate support base insertion hole 312, The bottom plate support pin insertion holes 314 are formed at intervals of a width of the base block 111 and the connection link fixing pin insertion holes 317 are formed on one side of the bottom plate support pin insertion holes 314. [ Forming,
Two bottom plate support pin insertion holes 314 formed in the bottom plate support 311 are provided with two bottom plate support pin fixing pins 313 so that one bottom plate support pin fixing pin 313 is provided on the front surface of the base block 111 And the other one of the bottom plate support pins 313 is inserted into the bottom plate support pin insertion hole 314 from the back surface of the base block 111 so that the bottom plate support pins 311 are inserted into the base To be fixed to the block 111,
A connection link 315 is provided on one side of the lower plate support 311 to connect the lower plate support 311 to the lower plate support 311 and to the connection link fixing pin insertion hole 317 formed in the lower plate support 311 By providing and inserting a link fixation pin 316 it is possible to integrate the bottom plate support 311 and the connection link 315 and also to provide the bottom plate fixation pile 319 to fix the connection link 315 to the ground, The bottom plate 318 is formed by placing the concrete around the bottom plate support 311 so that the bottom plate 311 is positioned in the back direction of the block in the retaining wall composition of the embankment surface Wherein the bottom plate (318) is formed by forming a bottom plate (318) and positioned in the front direction of the block in a retaining wall composition of the cut-off surface.
Each block is inserted into a block connecting bolt 213 inserted into the block from the front of the block to the rear of the block and inserted into the bolt connecting and fixing plate 214 as a nut 215. At this time, The reinforcing portion connecting clip 411 is provided in the clip inserting groove 415 so that the reinforcing portion connecting clip 411 is fastened to the block at the same time as the nut is fastened by the nut 215, Anchor bolt 414 is provided in the retaining wall composition of the cut surface to fix the block 413 at a predetermined distance from the back surface of the block and to provide the connection wire 412 to the upper reinforcing block 413 and the anchor bolt 414, And the like to the reinforcing portion connecting clip 411 to reinforce the stress of the retaining wall with respect to the earth pressure.
A color panel 221 or a finishing panel 222 is provided for finishing the entire front surface of the retaining wall. When the front surface of the retaining wall is finished using the color panel 221, The panel insertion portion 224 formed on the back surface of the retaining wall 220 is inserted into the panel insertion groove 220 and the block connection box 211 so that the upper color panel is attached to the retaining wall body to finish the surface of the retaining wall, The upper surface of the retaining wall 222 is finished by inserting the upper finish panel 222 into the panel attachment insertion groove 220 and the block connection box 211 formed on the entire surface of the block, Wherein the front surface of the retaining wall is variously decorated by inserting various colors and patterns on the front surface of the color panel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140020534A KR20150098535A (en) | 2014-02-20 | 2014-02-20 | a prefabricated retaining block and all its adjuncts for assembling the block. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140020534A KR20150098535A (en) | 2014-02-20 | 2014-02-20 | a prefabricated retaining block and all its adjuncts for assembling the block. |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20150098535A true KR20150098535A (en) | 2015-08-28 |
Family
ID=54059940
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020140020534A KR20150098535A (en) | 2014-02-20 | 2014-02-20 | a prefabricated retaining block and all its adjuncts for assembling the block. |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20150098535A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102019621B1 (en) * | 2019-01-10 | 2019-09-06 | 청원엔지니어링(주) | Prefabricated retaining wall and method of construction thereof |
CN111997086A (en) * | 2020-08-28 | 2020-11-27 | 长沙学院 | Assembled retaining wall and construction method thereof |
KR20210046119A (en) * | 2019-10-17 | 2021-04-28 | 주식회사 봉견 | Retaining Wall Connection Structure |
CN112982478A (en) * | 2021-03-06 | 2021-06-18 | 陕西国防工业职业技术学院 | Novel retaining wall supporting construction |
KR102511134B1 (en) * | 2022-03-15 | 2023-03-17 | 아신씨엔티 주식회사 | Assembling type retaing wall with improved workability |
KR20240019482A (en) * | 2022-08-04 | 2024-02-14 | 박정권 | Block assembly and module type craddle for mobile terminal using the same |
-
2014
- 2014-02-20 KR KR1020140020534A patent/KR20150098535A/en not_active Application Discontinuation
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102019621B1 (en) * | 2019-01-10 | 2019-09-06 | 청원엔지니어링(주) | Prefabricated retaining wall and method of construction thereof |
KR20210046119A (en) * | 2019-10-17 | 2021-04-28 | 주식회사 봉견 | Retaining Wall Connection Structure |
CN111997086A (en) * | 2020-08-28 | 2020-11-27 | 长沙学院 | Assembled retaining wall and construction method thereof |
CN112982478A (en) * | 2021-03-06 | 2021-06-18 | 陕西国防工业职业技术学院 | Novel retaining wall supporting construction |
KR102511134B1 (en) * | 2022-03-15 | 2023-03-17 | 아신씨엔티 주식회사 | Assembling type retaing wall with improved workability |
KR20240019482A (en) * | 2022-08-04 | 2024-02-14 | 박정권 | Block assembly and module type craddle for mobile terminal using the same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR20150098535A (en) | a prefabricated retaining block and all its adjuncts for assembling the block. | |
KR100657773B1 (en) | Eco-friendly breast wall structure and method for constructing the same | |
US20080184648A1 (en) | Materials and methods for constructing a block wall | |
KR101219570B1 (en) | Plantable retaining wall block laying structureusing the block | |
KR101066752B1 (en) | Construction method using one-body type concrete form panel | |
KR101088477B1 (en) | Multi retaining wall block applicable various stiffener and retaining wall constructing method using this | |
KR101360288B1 (en) | Reinforced earth retaining wall a method of construction | |
KR20120131693A (en) | Prefabricated block for retaining wall and method for constructing retaining wall using the same | |
KR102395328B1 (en) | Embankment retaining wall structure and retaining wall construction method using panel | |
ITVR20100206A1 (en) | FOUNDATION STRUCTURE PARTICULARLY FOR PREFABRICATED BUILDINGS | |
KR101677431B1 (en) | Large concrete retaining wall and method of construction | |
KR101282770B1 (en) | Precast straight wall foundation and construction method therefor | |
US20220145571A1 (en) | Floating Foundation | |
KR100397768B1 (en) | Substructure construction device of green house | |
KR101065726B1 (en) | Prefabricated retaining wall | |
US20220178137A1 (en) | Masonry block anchor system | |
KR102399378B1 (en) | Stone wall structure for artificial hill | |
KR101328438B1 (en) | Basis block for wall and constructing a wall using the same | |
KR102076081B1 (en) | Strut Connector Assembly | |
CN211340844U (en) | Strut connecting material assembly | |
JP2011236722A (en) | Double retaining wall and construction method of the same | |
KR100752688B1 (en) | Segmental retaining block and segmental retaining wall system | |
KR101784779B1 (en) | An assembly breast wall block having a fixing groove and method of constructing breast wall using the same | |
KR20110101746A (en) | A brick | |
JP6232536B1 (en) | Connecting fixed block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application |