KR100536304B1 - Vegetation revetment structures and method constructing blocktype revetment using the same - Google Patents

Vegetation revetment structures and method constructing blocktype revetment using the same Download PDF

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Publication number
KR100536304B1
KR100536304B1 KR10-2002-0009621A KR20020009621A KR100536304B1 KR 100536304 B1 KR100536304 B1 KR 100536304B1 KR 20020009621 A KR20020009621 A KR 20020009621A KR 100536304 B1 KR100536304 B1 KR 100536304B1
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South Korea
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block
omega
height
same
revetment
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KR10-2002-0009621A
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Korean (ko)
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KR20030069689A (en
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김달환
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주식회사 우일 이알에스
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Abstract

본 발명은 하천호안등에 조립식으로 축조하는 블럭식 옹벽에 관한 것으로써 단위블럭간에는 전후, 좌우 및 상하간에 인터로킹(Inter-Locking)방식으로 조립설치되므로 전체옹벽이 일체화되어 구조적 안정성을 크게 개선시킴은 물론, 블럭내부에 초화류를 식재할 경우에는 연속되는 채움토사속으로 뿌리를 길게 뻗어가며 성장할 수 있는 좋은 여건을 제공하며, 하천변에서 성장하는 식물과 동물, 곤충류등에게 좋은 서식처를 제공하는 환경 친화적인 블럭식 식생옹벽에 관한 것이다.The present invention relates to a block retaining wall that is built prefabricated in a river lake, etc., and is assembled and installed between the unit blocks by inter-locking method between front, rear, left and right, and up and down, thereby greatly improving structural stability. Of course, when planting plants inside the block, it provides a good condition to grow by extending the roots to the continuous filling soil, and it is an environment-friendly environment that provides a good habitat for plants, animals, and insects growing in the riverside. Block vegetation retaining wall.

Description

식생옹벽 구조체 및 이를 이용한 블럭식 옹벽 축조방법{Vegetation revetment structures and method constructing blocktype revetment using the same} Vegetation retaining wall structure and method for constructing block retaining wall using the same {Vegetation revetment structures and method constructing blocktype revetment using the same}

본 발명은 각기 형태가 다른 오메가(Ω)블럭과 와이(Y)블럭을 조립시켜 설치하되, 전면에 배치되는 오메가블럭들을 후면에 설치되는 와이블럭들을 사용하여 전후, 좌우, 상하등 3개 축으로 맞물림(Inter-Locking)시킴으로써 전체옹벽을 하나의 단일구조체로 결속시키므로, 콘크리트 또는 몰탈을 사용하지 않고 결속시키는 새로운 구조기능과 전후방향으로 연속해서 채워지는 채움토에서는 식물뿐 아니라 하천변의 동물, 곤충류 등이 서식할 수 있는 환경친화적 식생옹벽에 관한 것이다.The present invention is installed by assembling the omega (Ω) block and the Y (Y) block, each of which has a different shape, using the omega blocks arranged in the front, using the Y-blocks installed in the rear, in three directions: front, rear, left and right. By interlocking, the entire retaining wall is bound into a single structure, so the new structural function that binds without using concrete or mortar and the filling soil continuously filled in the front and rear direction are not only plants but also animals and insects on the riverside. It is about environmentally friendly vegetation retaining wall which can inhabit.

종래에는, 몰탈이나 콘크리트를 사용한 석축이나 옹벽을 시공함으로써 물가에 초화류가 자라지 못함은 물론 흙과 물이 상호 교류되지 못하도록 차단시킴으로써 수변 생태계를 크게 훼손시켜 왔다.Conventionally, the construction of masonry or retaining walls using mortar or concrete has not only prevented the growth of vegetation on the water, but also has greatly damaged the waterside ecosystem by blocking soil and water from interacting with each other.

본 발명은 하천변의 초화류, 곤충류등이 서식할 수 있는 특이한 블럭을 제공하여 구조적 기능을 크게 개선하고 하천 환경과 경관을 크게 복원 보존시킬 수 있는 것을 특징으로 한다.The present invention is characterized by the ability to provide a unique block that can inhabit the plants and insects of the riverside to greatly improve the structural function and greatly restore and preserve the river environment and landscape.

일반적으로 블럭제품은 대량생산이 가능한 장점이 있는 반면에 생산 공정상 단위블럭의 규격과 형상에 많은 제약이 따르게 마련이다. 따라서 종래에는 단순형태의 블럭을 사용하여 왔고, 단위블럭 상호간에 특별한 연결방법이 없었으므로 몰탈이나 채움콘크리트등을 사용하여 단위블럭들을 일체화시킴으로써 구조적, 생태적인 악순환을 되풀이 해왔다.In general, while block products have the advantage of being able to mass-produce, many restrictions are placed on the size and shape of unit blocks in the production process. Therefore, in the past, simple blocks have been used, and since there is no special connection method between unit blocks, structural and ecological vicious cycles have been repeated by integrating unit blocks using mortar or filled concrete.

본 발명은 단위블럭 내부 또는 뒷면공간에 토사채움공간을 최대한 제공함과 동시에 오메가블럭, 와이블럭, 와이블럭과 외부형상과 동일하나 높이가 기존 와이블럭의 1/2인 기초블럭 등을 조합하여 설치함으로써, 블럭상호간에 전후, 좌우, 상하방향으로 인터로킹(Inter-Locking)시켜 구조적 기능을 새롭게 할뿐아니라 수변의 생태계를 적극 복원시킬 수 있도록 고안하였다. The present invention provides the maximum soil filling space in the inside or the back of the unit block and at the same time the same as the omega block, Y block, Y block and the outer shape, but by installing a combination of the basic block that is 1/2 of the height of the existing block It is designed to renew the structural function as well as to actively restore the waterfront ecosystem by inter-locking in the front, rear, left and right directions between blocks.

본 발명은 첨부된 도면과 함께 상세히 설명하고자 한다.The invention will be described in detail with the accompanying drawings.

본 발명은 앞열에 일정간격으로 설치되는 오메가블럭(도 1a)들과 뒷열에 설치되는 와이블럭(도 2a)들로 구성되며, 이들은 형상은 각기 다르나 높이는 동일하다. 오메가블럭(1)은 대략 오메가(Ω) 형태의 형상을 지니며 노출 전면에는 다양한 요철부(10)의 무늬를 갖고, 양측면에는 단위블럭 상부에서 1/2 높이까지 양측에 각각 오메가블럭 외부 요홈부(11)가 형성되고, 그 내측의 양측벽에는 동일형상의 오메가블럭 내부 요홈부(12)가 각각 블럭 전체높이에 걸쳐 형성된다. 이때 오메가블럭 외부와 내부요홈부(11, 12)는 내부폭이 외부폭보다 크도록한 사다리꼴 형상을 하며, 오메가블럭 내부 요홈부의 형상과 간격은 와이블럭 전면판(21)과 형상이나 규격을 동일하게 한다. 다시말하면 와이블럭 전면판(21)이 오메가블럭 내부 요홈부(12)에 정확히 끼여지게 하여 오메가블럭(1)이 전면으로 이탈하는 것을 방지한다. 또한, 오메가블럭 내부요홈부(12)가 형성된 공간과 연결된 외측 공간의 내부 바닥에는 채움토사의 유실을 방지하기 위한 오메가블럭 바닥판(14)이 블럭저면에서 1/2높이까지 설치되어 있다. 이때 오메가블럭 바닥판(14)의 전면부가 와이블럭 전면판(21)에 밀착고정되도록 설치한다. The present invention is composed of omega blocks (FIG. 1A) installed in the front row at a predetermined interval and the Y-blocks (FIG. 2A) installed in the rear row, which have different shapes but the same height. The omega block 1 has a shape of an approximately omega (Ω) shape and has a pattern of various uneven parts 10 on the exposed front side, and on both sides, the omega block outer grooves on both sides from the top of the unit block to 1/2 height respectively. (11) is formed, and the inner sidewalls of the same shape omega block inner recesses 12 are formed over the entire height of the block, respectively. In this case, the outer and inner grooves 11 and 12 of the omega block have a trapezoidal shape such that the inner width thereof is larger than the outer width, and the shape and spacing of the inner and outer grooves of the omega block are the same in shape and size as those of the front face plate 21. Let's do it. In other words, the Y-block front plate 21 is correctly fitted into the omega block inner recess 12 to prevent the omega block 1 from escaping to the front side. In addition, on the inner bottom of the outer space connected to the space in which the omega block inner recess 12 is formed, an omega block bottom plate 14 is installed to a height of 1/2 from the bottom of the block to prevent loss of filled soil. At this time, the front portion of the omega block bottom plate 14 is installed to be fixed in close contact with the wi block front plate 21.

와이블럭(3)은 대략 Y자 형태의 형상을 띠며 높이는 오메가블럭(1)의 높이와 동일해야 하고, 와이블럭 전면판(21)의 규격은 오메가블럭 내부 요홈부(12)의 규격과 동일하게 사다리꼴형상으로 한다. 또한, 와이블럭(2)의 Y자형상의 양측가지 외측으로 일정길이의 와이블럭 날개판(22)이 설치되며 양측가지 사이는 "U"자 형상의 공간을 형성하도록 한다. The Y-block 3 has a shape of approximately Y shape and the height must be the same as the height of the omega block 1, and the size of the Y-block front plate 21 is the same as the standard of the groove part 12 inside the omega block. It has a trapezoidal shape. In addition, the Y-shaped both branches of the Y-block 2 is provided with a predetermined length of the Y-block wing plate 22 between the two branches to form a "U" -shaped space between.

기초블럭(3)은 와이블럭과 형상 및 규격은 동일하나 다만 높이에서 와이블럭 높이의 1/2인 점이 다르다. 기초블럭은 기초콘크리트 위에 설치된 오메가블럭에 조립설치된다. The basic block 3 has the same shape and size as the Y-block, but differs in that it is 1/2 of the height of the Y-block in height. The foundation block is assembled to the omega block installed on the foundation concrete.

도 3에서 보는바와 같이 조립설치시에는 도 5와 같이 기초콘크리트(30)위에 최하단을 조립한다. 도 3에서와 같이 우선 오메가블럭(1)을 선형에 맞쳐 정열해야 하는데, 이때에 오메가블럭(1)간의 이격거리(31)는 도 4에서 보는바와 같이 인접하는 두 오메가블럭 외측요홈부(11)간의 거리(31)가 오메가블럭 내부 요홈부(12) 간격(13)과 동일한 간격으로 정열한다. 다시말하면 와이블럭 전면판(12)을 단위 오메가블럭 내부 요홈부(12)에 끼워짐은 물론 인접하는 두 오메가블럭(1)간의 외부요홈부(11)에도 견고히 결속되도록 정열해야 한다.When assembling and installation as shown in Figure 3, assembling the lowermost on the base concrete 30 as shown in FIG. As shown in FIG. 3, first, the omega blocks 1 should be aligned in a linear manner. At this time, the separation distance 31 between the omega blocks 1 may be adjacent to the two omega block outer recesses 11 adjacent to each other as shown in FIG. 4. The distance 31 is arranged at the same interval as the interval 13 of the omega block inner recess 12. In other words, the Y-block front plate 12 should be aligned to be tightly coupled to the outer recess 11 between two adjacent omega blocks 1 as well as being fitted to the inner recess 12 of the unit omega block.

오메가블럭(1)의 정열이 완료되면 도 3에서 보는바와 같이 최하단에는 와이블럭(2)과 형상과 평면은 동일하지만 높이가 1/2인 기초블럭(3)을 사용하여 이미 정열된 모든 오메가블럭 내부 요홈부(12)에 끼움으로써 전후이동을 방지한 후, 와이블럭 전면판(21)을 이웃하는 오메가블럭 외부 요홈부(11)에 끼우게 되면, 와이블럭(2)은 오메가블럭(1)의 좌우이동을 방지하는 또다른 결속체 기능을 수행한다. 이때에 오메가블럭 외부 요홈부(11)의 깊이가 오메가블럭(1) 높이의 1/2 이므로 와이블럭의 절반은 상부로 돌출되어 직상단에 설치되는 오메가블럭(1)의 내부 요홈부(12)에 끼워지게 되므로 상하방향 결속체 기능을 발휘하게 된다. 다시말하면 직상단부터는 오메가블럭(1)과 와이블럭(2)의 조립위치가 바뀌게 되므로 각단마다 지그재그로 설치되며 전후, 좌우, 상하로 결속된다(도 4 참조). 다시말하면 와이블럭 전면판(21)은 오메가블럭 외부 요홈부(11)에 결속되므로써 오메가블럭(1)간의 좌우이동을 방지하게 되고, 절반이 돌출되어 있는 와이블럭(2)은 직상단에 설치되는 오메가블럭 내부 요홈부(12)에 결속되므로 오메가블럭(1)의 상하간 결속을 위한 인터로킹(Inter-Locking)효과를 발휘하게 된다. 즉, 와이블럭(2)은 오메가블럭(1) 상호간에 전후, 좌우, 상하이동을 완벽히 방지하는 인터로킹(Inter-Locking) 결속 구조기능체이다.When the alignment of the omega block 1 is completed, as shown in FIG. 3, all of the omega blocks already aligned using the base block 3 having the same shape and plane as the shape of the wi block 2 but having a height of 1/2 at the bottom thereof. When the front block 21 is inserted into the neighboring omega block outer recess 11 after the front block 21 is prevented from being moved back and forth by inserting the inner recess 12, the Y block 2 is an omega block 1. It also performs another binding function that prevents left and right shifts. At this time, since the depth of the omega block outer recess 11 is 1/2 of the height of the omega block 1, the half of the wi block protrudes upward and the inner recess 12 of the omega block 1 installed at the upper end thereof. Since it is fitted in the up and down binding function is exhibited. In other words, since the assembling positions of the omega block 1 and the wi block 2 are changed from the upper end, they are installed in zigzag at each end and are bound to the front, rear, left, and right sides (see FIG. 4). In other words, the Y-block front plate 21 is bound to the omega block outer recess 11 to prevent the left-right movement between the o-mega blocks 1, and the half-protruding Y-block 2 is installed at the upper end. Since the Omega block is bound to the inner recess 12, the inter-locking effect for binding between the top and bottom of the omega block 1 is exerted. In other words, the Y-block 2 is an inter-locking binding structure that completely prevents the front, rear, left, and right sides of the omega block 1 from each other.

최하단 설치가 완료되면 채움토사(40)를 채우고 동일한 요령으로 오메가 블럭(1)과 와이블럭(2)으로 직상단 설치가 수행되는바, 블럭(1, 2)은 각단마다 위치를 바꾸게 되어 도 4에서 보는바와 같이 지그재그로 설치되게 된다. 도 5에서 보는바와 같이 설계도에 의한 구배로 시공하되 블럭의 배면에는 배면토사의 유실을 방지하기 위한 부직포(60)를 설치하고, 뒷채움 잡석(50)을 다져가며 채우고 모든 오메가(Ω)블럭(1)의 내부에는 초화류(70)를 식재한다.When the bottom installation is completed, the filling soil 40 is filled and the same procedure is performed on the upper end of the omega block 1 and the Y-block 2, and the blocks 1 and 2 are changed in positions at each end. As you can see in the zigzag installation. As shown in FIG. 5, the construction is carried out in the draft according to the schematic, but the non-woven fabric 60 is installed on the back of the block to prevent the loss of the back soil, and the backfill rubble 50 is filled with all the Omega (Ω) blocks (1). Inside the plant is a plant (70).

와이블럭 전면판(21)은 오메가블럭 내부 요홈부(12)에 끼워져 수동토압과 그 자중으로 오메가블럭(1)의 전면이탈을 방지하고, 오메가블럭 외측요홈부(11)에 끼워질 경우에는 오메가블럭(1)의 좌,우이동을 방지할뿐아니라, 직하단에서는 와이블럭(2)의 절반 아랫부분이 오메가블럭 외측요홈부(11)에 결속되고 그 절반 윗부분은 직상단 오메가블럭 내부요홈부(12)에 결속되는 방법으로 반복하여 적층되므로 상하단을 일체화 시키는등의 구조적 기능과 도 5에서 볼수 있는 바와같이 하천변에 초화류(70)를 식재하여 수변생태계를 보존시키고 하천경관을 개선할 수 있는 환경적인 주요효과가 있다.The Y-block front plate 21 is fitted into the omega block inner recess 12 to prevent the omega block 1 from deviating from the front of the omega block 1 by manual earth pressure and its own weight, and when the o-block is inserted into the outer recess 11 of the omega block. In addition to preventing the left and right movement of the block (1), at the lower end, the lower half of the wire block (2) is bound to the omega block outer groove (11), and the upper half of the block is the upper omega block internal groove ( 12) is repeatedly stacked in a manner that is bound to the structural function such as unifying the upper and lower ends, and as shown in Figure 5 planting the flowers 70 on the riverside to preserve the waterside ecosystem and improve the river landscape It has a major effect.

도 1a, b, c, d는 본 발명에 따른 단위 오메가(Ω)블럭의 사시도, 평면도, 정면도, 측면도1a, b, c, d are a perspective view, a plan view, a front view, a side view of a unit omega (Ω) block according to the present invention

도 2a, b, c, d는 본 고안에 따른 단위 와이(Y)블럭의 사시도, 평면도, 정면도, 측면도Figure 2a, b, c, d is a perspective view, a plan view, a front view, a side view of a unit (Y) block according to the present invention

도 3은 본 발명에 따른 식생옹벽의 조립도3 is an assembly view of the vegetation retaining wall according to the present invention

도 4는 본 발명에 따른 식생옹벽의 설치 평면도Figure 4 is a plan view of the installation of the vegetation retaining wall according to the present invention

도 5는 본 발명에 따른 식생옹벽의 설치 단면도5 is a cross-sectional view of the vegetation retaining wall according to the present invention

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

1 : 오메가(Ω)블럭 2 : 와이(Y)블럭 1: Omega (Ω) block 2: Y (Y) block

3 : 기초블럭 11 : 오메가(Ω)블럭 외부요홈부3: Basic block 11: Omega (Ω) block outer groove

12 : 오메가(Ω)블럭 내부요홈부 13 : 오메가(Ω)블럭 내부요홈부 간격12: Omega (Ω) block internal groove portion 13: Omega (Ω) block internal groove interval

14 : 오메가(Ω)블럭 바닥판 21 : 와이(Y)블럭 전면판14: Omega (Ω) block bottom plate 21: Y (Y) block front plate

22: 와이블럭 날개판 30 : 기초콘크리트 22: Y-Block Wings 30: Foundation Concrete

31 : 오메가(Ω)블럭간의 이격거리 40 : 식생토 31: Distance between omega (Ω) block 40: Vegetation soil

50 : 뒷채움 잡석 60 : 부직포 50: backfill rubble 60: nonwoven fabric

70 : 초화류70: flowers

Claims (2)

양측면에는 단위 블록 상부에서 1/2높이까지 각각 외부 요홈부(11)가 형성되고, 그 내측의 양측벽에는 동일형상의 내부 요홈부(12)가 블록 전체 높이에 걸쳐 형성되며, 내부 요홈부가 형성된 공간과 연결된 외측공간의 내부 바닥에는 블록저면에서 1/2높이까지 바닥판(14)이 설치된 오메가 형성의 오메가 블록(1)과, 단위 블록의 높이는 오메가 블록과 같게하고, 단위 블록의 전면판의 규격은 오메가 블록(1)의 내부 요홈부(12)의 규격과 동일하게 하고, 단위블록의 양쪽 가지 끝단에서 외측방향으로 일정길이의 날개판(22)이 설치되는 와이(Y)자 형상의 와이블록(2)과, 상기 와이블록(2)과 형상 및 규격이 동일하되, 와이블록(2) 높이의 1/2 크기인 기초블록(3)으로 이루어지는 식생옹벽 구조체에 있어서,External grooves 11 are formed on both sides to the height of 1/2 from the upper part of the unit block, and inner grooves 12 having the same shape are formed over the entire height of the block on both side walls of the inner side, and the internal grooves are formed. On the inner bottom of the outer space connected to the space, an omega formed omega block 1 having a bottom plate 14 installed up to a half height from the bottom of the block, and the height of the unit block is the same as the omega block, and the front plate of the unit block The size is the same as that of the inner groove 12 of the omega block 1, and the Y-shaped wae is provided with a wing plate 22 having a predetermined length in the outward direction at both ends of the unit block. In the vegetation retaining wall structure comprising a block (2), and the basic block (3) having the same shape and size as that of the y-block (2), but having a size 1/2 of the height of the w-block (2), 상기 오메가 블록(1)의 전면부에는 다양한 요철부를 갖고, 그 내측의 양측벽에는 내부요홈부(12)를 갖되 상기 외부요홈부(11)와 상기 내측 요홈부(12)는 내부폭이 외부폭보다 크도록 사다리꼴 형성을 하며, 상기 와이블록(2)의 전면판(21)의 규격은 상기 오메가 블록(1)의 내부 요홈부(12)에 긴밀히 삽입되기 위해 전면판(21)을 사다리꼴 형성으로 하고, 양쪽가지 사이에는 "U"자 형성의 공간을 갖는 것을 특징으로 하는 식생옹벽 구조체.The front portion of the omega block (1) has a variety of irregularities, the inner side of the inner side wall has an inner groove portion 12, the outer groove portion 11 and the inner groove portion 12 has an inner width of the outer width To form a trapezoid to be larger, the size of the front plate 21 of the wire block 2 is trapezoidal to form the front plate 21 to be closely inserted into the inner groove 12 of the omega block (1). And a vegetation retaining wall structure having a space of “U” formation between both branches. 삭제delete
KR10-2002-0009621A 2002-02-22 2002-02-22 Vegetation revetment structures and method constructing blocktype revetment using the same KR100536304B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100778064B1 (en) * 2006-11-22 2007-11-21 조헌백 Construction structure making for breast wall
KR101141894B1 (en) * 2011-09-21 2012-05-03 김수득 Seashore wave dissipating block and the structure thereof
KR101331840B1 (en) 2013-06-14 2013-11-20 (주)영신콘크리트산업 Plantable block

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* Cited by examiner, † Cited by third party
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KR100722167B1 (en) * 2007-03-08 2007-05-28 주식회사 항도엔지니어링 Incline protection block of sea bank
KR101337431B1 (en) * 2013-03-25 2013-12-06 화림에이치앤이 주식회사 Retaining wall using plantable block and its construction method
KR102608223B1 (en) * 2023-07-13 2023-11-30 (주)삼화케익블럭 Retaining wall structure using anchor block

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001329549A (en) * 2000-05-19 2001-11-30 Yamatomi Sangyo Kk Concrete block for construction and retaining wall using the same

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001329549A (en) * 2000-05-19 2001-11-30 Yamatomi Sangyo Kk Concrete block for construction and retaining wall using the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100778064B1 (en) * 2006-11-22 2007-11-21 조헌백 Construction structure making for breast wall
KR101141894B1 (en) * 2011-09-21 2012-05-03 김수득 Seashore wave dissipating block and the structure thereof
KR101331840B1 (en) 2013-06-14 2013-11-20 (주)영신콘크리트산업 Plantable block

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