KR20210046935A - Concrete block for retaining wall, manufacturing method, and construction method thereof - Google Patents

Concrete block for retaining wall, manufacturing method, and construction method thereof Download PDF

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KR20210046935A
KR20210046935A KR1020190130349A KR20190130349A KR20210046935A KR 20210046935 A KR20210046935 A KR 20210046935A KR 1020190130349 A KR1020190130349 A KR 1020190130349A KR 20190130349 A KR20190130349 A KR 20190130349A KR 20210046935 A KR20210046935 A KR 20210046935A
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retaining wall
block
concrete
unit
wall block
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김방모
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(주)금성
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    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
    • B28B17/0036—Cutting means, e.g. water jets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/14—Moulds with means incorporated therein, or carried thereby, for cutting the moulded article into parts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

The present invention relates to a concrete block for a retaining wall, a manufacturing method thereof, and a construction method thereof. The cutting principle for smoothly forming a cutting surface is used to form a unit retaining wall block such that the front surface of a retaining wall block is formed by mixing aggregate and concrete, and the middle portion and the rear surface are formed from concrete. The unit retaining wall blocks are integrally formed by attaching the front surfaces to each other, and are then cut in half, ground, and manufactured to smoothly and elegantly form the end surface of the front surface, prevent discoloration, and allow semi-permanent use. If manufactured in wet and dry manners, the deformation of the retaining wall block is minimized to prevent whitening of the surface of the front surface. Since color aggregate is used to form front surfaces of various colors, disasters can be prevented and harmony with the surrounding environment can be achieved. The present invention can also resolve a conventional problem where an exterior material is detached when a long period of time elapses after retaining wall construction. The maintenance, repair, and costs caused by the problem can be greatly reduced.

Description

옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법{CONCRETE BLOCK FOR RETAINING WALL, MANUFACTURING METHOD, AND CONSTRUCTION METHOD THEREOF}Concrete block for retaining wall, manufacturing method of concrete block for retaining wall, and construction method of concrete block for retaining wall {CONCRETE BLOCK FOR RETAINING WALL, MANUFACTURING METHOD, AND CONSTRUCTION METHOD THEREOF}

본 발명은 옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법에 관한 것으로, 좀 더 구체적으로 옹벽블록의 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되는 단위 옹벽블록을 형성하되, 상기 단위 옹벽블록은 전면부가 서로 붙어서 일체로 성형된 후, 1/2로 절단 연마 제작됨으로써, 전면부의 단면을 더욱 매끄럽고 고급스럽게 형성함은 물론 색상 변질을 방지하며 반영구적 사용이 가능하고, 습식 및 건식으로 제작되는 경우 옹벽블록의 변화를 극소화하여 전면부 표면에 백화 현상이 발생하지 않으며, 색채의 골재를 사용하여서 다양한 색상의 전면부를 형성할 수 있기 때문에 재해 예방은 물론 주변 환경과 잘 조화될 수 있는 옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법에 관한 것이다.The present invention relates to a concrete block for a retaining wall, a method of manufacturing the concrete block for the retaining wall, and a construction method of the concrete block for the retaining wall, and more specifically, the front part of the retaining wall block is formed by mixing aggregate and concrete, and the middle part The unit retaining wall block and the rear part form a unit retaining wall block molded of concrete, and the unit retaining wall block is formed integrally with the front part and then cut and polished in half, thereby forming a smoother and more luxurious cross section of the front part. It prevents color deterioration and can be used semi-permanently.When it is manufactured in wet or dry type, the change of the retaining wall block is minimized so that whitening does not occur on the front surface, and the front surface of various colors can be formed by using colored aggregates. Therefore, it relates not only to disaster prevention, but also to a concrete block for a retaining wall that can be well harmonized with the surrounding environment, a method of manufacturing the concrete block for the retaining wall, and a construction method of the concrete block for the retaining wall.

일반적으로, 옹벽(擁壁, retaining wall)이란 토압력(土壓力)에 저항하여 흙이 무너지지 못하게 만든 벽체(壁體)를 말하는 것으로, 지표지반(地表地盤)의 안정된 경사를 그것보다 가파른 경사로 하였을 경우에 일어나는 지반 붕괴를 막기 위해 만든 구조물이다.In general, retaining wall refers to a wall that resists soil pressure and prevents the soil from collapsing. It is a structure made to prevent the collapse of the ground in some cases.

옹벽은 흙을 쌓아 올릴 때, 산을 깎아 낼 때, 해안을 메울 때 등에 필요한 것으로, 옹벽을 시공하는 종류는 블록 조적식 공법으로 오랜 기간 널리 쓰이는 축벽(築壁)이 이것에 속하며, 현재는 콘크리트 블록이 많이 사용된다.Retaining walls are necessary for stacking soil, cutting mountains, and filling the shore. Blocks are used a lot.

또한, 중력식(重力式) 콘크리트 옹벽은 콘크리트 자체의 중량으로 지반의 붕괴를 막아내는 구조로 구성되는데, 비교적 높이가 낮은 경우에 채택된다.In addition, the gravity-type concrete retaining wall is composed of a structure that prevents the collapse of the ground by the weight of the concrete itself, and is adopted when the height is relatively low.

아울러, 특수 철근콘크리트 옹벽은 높이가 커져서 중력식 옹벽으로는 경제적이지 않거나 벽면을 수직으로 하여 용지(用地)의 이용을 유리하게 할 필요가 있는 경우에 이용된다. 이 밖에 강판이나 목책(木柵)을 이용한 간단한 옹벽도 있다.In addition, a special reinforced concrete retaining wall is used when the height is increased and thus it is not economical as a gravity retaining wall, or when it is necessary to make the use of paper advantageous by making the wall surface vertical. In addition, there are simple retaining walls using steel plates or wooden fences.

옹벽은 옹벽 뒤의 지반에 빗물이 침수하여 그 지반을 묽게 하고, 내부에 토사가 유동수와 함께 유동하면서 옹벽에 엄청난 하중이 집중되어 지반을 무너뜨림에 따라 붕괴에 의한 사고가 자주 일어난다.In the retaining wall, rainwater floods the ground behind the retaining wall, thinning the ground, and as the soil flows with the flowing water inside, an enormous load is concentrated on the retaining wall and collapses the ground, causing accidents due to collapse.

일반적으로 사용되는 옹벽블록 시공방법은, 옹벽블록을 교차하도록 형성하고 물이 빠지는 배수를 형성하여 옹벽블록의 결합력을 강화하면서 배수구를 구비하여 내부 물을 외부로 배수함으로써, 견고한 옹벽을 유지하도록 한다.In general, the retaining wall block construction method is formed so as to cross the retaining wall block and formed a drainage through which water is drained, strengthening the bonding force of the retaining wall block, and draining the internal water to the outside by providing a drain hole to maintain a solid retaining wall.

또한, 콘크리트 블록 형태로 형성된 옹벽블록은 비, 바람에 침식되기 쉬운 콘크리트의 특성상 옹벽이 설치되는 외측으로 외장재를 형성하여 콘크리트의 침식을 방지하면서 외관도 미려하게 형성하는 방식을 사용하기도 하나, 본드나 모르타르를 이용하여 외장재를 부착하기 때문에 시간이 흐르면서 외장재의 접착력이 떨어지는 문제가 있고, 이로 인한 유지보수에 많은 인력과 비용이 발생하는 문제가 있다.In addition, the retaining wall block formed in the form of a concrete block uses a method of forming a beautiful exterior while preventing the erosion of concrete by forming an exterior material outside where the retaining wall is installed due to the nature of concrete that is prone to erosion by rain and wind. Since the exterior material is attached using a mortar, there is a problem that the adhesion of the exterior material decreases over time, and there is a problem that a lot of manpower and cost are generated for maintenance and repair.

또한, 종래의 옹벽블록은 형틀(거푸집)에 콘크리트를 타설하고, 그 형틀을 제거한 후 양생하여 제조한다. In addition, the conventional retaining wall block is manufactured by pouring concrete into a mold (form) and curing after removing the mold.

이와 같이 제조된 옹벽블록을 적층 하여 옹벽으로 쌓을 경우에, 옹벽블록들의 전면이 모여 옹벽의 전면을 형성한다. 하지만, 옹벽블록들의 전면은 콘크리트의 색상인 회색을 띠고 있으며, 옹벽 또한 회색을 띤다. When the retaining wall blocks manufactured as described above are stacked to form a retaining wall, the front surfaces of the retaining wall blocks are gathered to form the front surface of the retaining wall. However, the front of the retaining wall blocks is gray, which is the color of concrete, and the retaining wall is also gray.

옹벽은 재해를 예방하는 유용한 시설물이지만, 주변 환경과 조화되지 않는 회색의 옹벽은 외관적인 문제 때문에 혐오시설물로 취급되고 있는바, 이와 같은 옹벽의 문제점을 해결하기 위해서, 형틀에 다양한 문양을 형성하여 옹벽블록의 전면이 단순한 평면이 아닌 다양한 문양을 갖도록 하거나, 또는 옹벽의 전면에 페인트칠을 하거나 그림을 그려 주변 환경과 조화를 이루도록 하고 있다. Retaining walls are useful facilities to prevent disasters, but gray retaining walls that do not harmonize with the surrounding environment are treated as disgusting facilities because of their appearance.To solve the problem of retaining walls, various patterns are formed on the frame to retain walls. The front of the block is designed to have a variety of patterns rather than a simple plane, or paint or draw on the front of the retaining wall to harmonize with the surrounding environment.

하지만, 이와 같이 개선된 옹벽블록이라도 인위적 개선에 불과하여 자연 친화성이 미약하다는 단점이 있다.However, even with such an improved retaining wall block, it is merely an artificial improvement and has a disadvantage in that the nature affinity is weak.

한국 공개특허 제10-2006-0108313호Korean Patent Application Publication No. 10-2006-0108313 한국 공개특허 제10-2007-0040056호Korean Patent Application Publication No. 10-2007-0040056

전술한 문제점을 해결하기 위하여, 본 발명은 커팅면이 매끄럽게 형성되는 커팅원리를 이용하여, 옹벽블록의 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되는 단위 옹벽블록을 형성하되, 상기 단위 옹벽블록은 전면부가 서로 붙어서 일체로 성형된 후, 1/2로 절단 연마 제작됨으로써, 전면부의 단면을 더욱 매끄럽고 고급스럽게 형성함은 물론 색상 변질을 방지하며 반영구적 사용이 가능하고, 습식 및 건식으로 제작되는 경우 옹벽블록의 변화를 극소화하여 전면부 표면에 백화 현상이 발생하지 않으며, 색채의 골재를 사용하여서 다양한 색상의 전면부를 형성할 수 있기 때문에 재해 예방은 물론 주변 환경과 잘 조화될 수 있는 옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법을 제공한다.In order to solve the above-described problem, the present invention uses a cutting principle in which a cutting surface is formed smoothly, and the front part of the retaining wall block is formed by mixing aggregate and concrete, and the middle part and the rear part are unit retaining wall blocks formed of concrete. However, the unit retaining wall block is formed integrally with the front parts of each other, and then cut and polished in half, thereby forming a smoother and more luxurious cross section of the front part, as well as preventing color change and semi-permanent use. In the case of wet and dry manufacturing, the change of the retaining wall block is minimized so that whitening does not occur on the front surface, and since the front part of various colors can be formed by using colored aggregates, it is well harmonized with the surrounding environment as well as disaster prevention. It provides a concrete block for retaining walls that can be used, a method for manufacturing the concrete block for the retaining wall, and a construction method for the concrete block for the retaining wall.

또한, 본 발명은 옹벽 시공 이후 장기간 경과시, 외장재가 떨어져 나가는 종래의 문제점을 근본적으로 해결할 수 있으며, 이로 인한 유지보수 및 비용을 대폭 절감할 수 있는 옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법을 제공한다.In addition, the present invention can fundamentally solve the conventional problem that the exterior material falls off after a long period of time after the construction of the retaining wall, and thus, a concrete block for a retaining wall capable of significantly reducing maintenance and cost, and the production of the concrete block for the retaining wall. It provides a method, and a method of constructing a concrete block for the retaining wall.

전술한 목적을 달성하기 위하여, 본 발명의 옹벽용 콘크리트 블록은 적층되어 옹벽을 형성하는 옹벽블록으로서, 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되며, 상기 중간부에는 횡 구획벽이 형성되어 전방격실과 후방격실로 구획되고, 상기 중간부의 양 측면에는 경사면이 형성되며, 상기 후면부는 돌출부가 형성되어 단위 옹벽블록을 형성하되,In order to achieve the above object, the retaining wall concrete block of the present invention is a retaining wall block that is laminated to form a retaining wall, and the front part is formed by mixing aggregate and concrete, the middle part and the rear part are formed of concrete, and the middle part A transverse partition wall is formed in the front compartment and the rear compartment, and slopes are formed on both sides of the middle part, and the rear part is formed with a protrusion to form a unit retaining wall block,

상기 단위 옹벽블록은 전면부가 서로 붙어서 일체로 성형된 후, 1/2로 절단연마 제작되어 상기 전면부의 표면이 매끄럽게 형성된다.The unit retaining wall block is integrally molded with the front portions attached to each other, and then cut and polished in half to form a smooth surface of the front portion.

상기 전면부의 하면에는 상기 전방격실 내벽에 밀착되어 걸리는 위치 결정돌기(돌출 키)가 형성될 수 있다.A positioning protrusion (protrusion key) that is in close contact with the inner wall of the front compartment may be formed on a lower surface of the front portion.

또한, 본 발명의 옹벽용 콘크리트 블록의 제조방법은 거푸집(형틀)을 마련하는 단계; 상기 거푸집 안에 골재와 콘크리트를 주입하고 양생하되, 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되며, 상기 중간부에는 횡 구획벽이 형성되어 전방격실과 후방격실로 구획되고, 상기 중간부의 양 측면에 경사면이 형성되며, 상기 후면부는 돌출부가 형성되고, 상기 전면부의 하면에 위치 결정돌기(돌출 키)가 형성된 단위 옹벽블록을 형성하되, 상기 단위 옹벽블록의 전면부가 서로 붙어서 일체로 성형된 트윈 옹벽블록을 성형하는 단계; 및 상기 트윈 옹벽블록의 전면부를 1/2로 절단 연마하여 상기 단위 옹벽블록을 완성하고, 상기 단위 옹벽블록의 전면부의 표면을 매끄럽게 형성하는 단계를 포함한다.In addition, the method of manufacturing a concrete block for a retaining wall of the present invention comprises the steps of providing a formwork (form); Aggregate and concrete are injected and cured in the formwork, but the front part is formed by mixing the aggregate and concrete, the middle part and the rear part are formed of concrete, and a transverse partition wall is formed in the middle part to divide it into a front compartment and a rear compartment. And, inclined surfaces are formed on both sides of the middle portion, the rear portion is formed with a protrusion, and a unit retaining wall block having a positioning protrusion (protrusion key) formed on the lower surface of the front portion is formed, wherein the front portions of the unit retaining wall blocks are Forming a twin retaining wall block integrally formed by being attached; And cutting and polishing the front part of the twin retaining wall block in half to complete the unit retaining wall block, and forming a smooth surface of the front part of the unit retaining wall block.

또한, 본 발명의 옹벽용 콘크리트 블록의 시공방법은 옹벽의 횡 방향을 따라 단위 옹벽블록의 전면부가 전방을 향하도록 배치하고, 단위 옹벽블록의 상면에 지오그리드를 개재하여 상기 옹벽의 종방향을 따라 단위 옹벽블록을 적정하며, 위치 결정돌기(돌출 키)를 전방격실 내벽 면에 밀착되어 걸리도록 하고, 상기 단위 옹벽블록의 로프 관통홀 안에 로프를 결합하여서 상기 단위 옹벽블록의 위치를 고정하되,In addition, the construction method of the retaining wall concrete block of the present invention is arranged so that the front part of the unit retaining wall block faces forward along the transverse direction of the retaining wall, and the unit along the longitudinal direction of the retaining wall is interposed by a geogrid on the upper surface of the unit retaining wall block. The retaining wall block is appropriate, and the positioning protrusion (protrusion key) is in close contact with the inner wall surface of the front compartment, and the position of the unit retaining wall block is fixed by coupling a rope into the rope through hole of the unit retaining wall block,

상기 옹벽의 종방향을 따라 적층되는 단위 옹벽블록은 점차 후퇴하여 단차(단턱)를 형성하며, 상기 단위 옹벽블록의 전면부는 골재와 콘크리트의 혼합 성형에 의해서 표면이 매끄럽게 형성한다.The unit retaining wall blocks stacked along the longitudinal direction of the retaining wall gradually retreat to form a step (stepped), and the front portion of the unit retaining wall block is formed smoothly by mixing molding of aggregate and concrete.

상기 단위 옹벽블록은 하단과 상단이 서로 어긋나게 배치한다.The unit retaining wall block is arranged so that the lower end and the upper end are offset from each other.

이상에서 설명한 바와 같이, 본 발명은 커팅면이 매끄럽게 형성되는 커팅원리를 이용하여, 옹벽블록의 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되는 단위 옹벽블록을 형성하되, 상기 단위 옹벽블록은 전면부가 서로 붙어서 일체로 성형된 후, 1/2로 절단 연마 제작됨으로써, 전면부의 단면을 더욱 매끄럽고 고급스럽게 형성함은 물론 색상 변질을 방지하며 반영구적 사용이 가능하고, 습식 및 건식으로 제작되는 경우 옹벽블록의 변화를 극소화하여 전면부 표면에 백화 현상이 발생하지 않으며, 색채의 골재를 사용하여서 다양한 색상의 전면부를 형성할 수 있기 때문에 재해 예방은 물론 주변 환경과 잘 조화될 수 있다.As described above, the present invention uses the cutting principle in which the cutting surface is formed smoothly, and the front part of the retaining wall block is formed by mixing aggregate and concrete, and the middle part and the rear part form a unit retaining wall block formed of concrete. , The unit retaining wall block is integrally molded with the front parts attached to each other, and then cut and polished in half, thereby forming a smoother and more luxurious cross section of the front part, as well as preventing color change and semi-permanent use, and wet and If it is manufactured in a dry type, the change of the retaining wall block is minimized, so that whitening does not occur on the front surface, and since the front part of various colors can be formed by using colored aggregates, it is possible to prevent disasters and to harmonize well with the surrounding environment. have.

또한, 본 발명은 옹벽 시공 이후 장기간이 경과시 외장재가 떨어져 나가는 종래의 문제점을 근본적으로 해결할 수 있으며, 이로 인한 유지보수 및 비용을 대폭 절감할 수 있다.In addition, the present invention can fundamentally solve the conventional problem that the exterior material falls off after a long period of time after the construction of the retaining wall, and thus maintenance and cost can be significantly reduced.

도 1은 본 발명의 옹벽용 콘크리트 블록을 적층한 옹벽을 도시한 사시도
도 2는 도 1의 측면도
도 3은 본 발명의 단위 옹벽블록의 적층을 보인 평면도
도 4는 본 발명의 단위 옹벽블록을 도시한 사시도
도 5는 본 발명의 트윈 옹벽블록을 도시한 사시도
도 6은 도 5의 저면도
도 7은 본 발명의 옹벽용 콘크리트 블록 제조방법을 설명하는 공정도
도 8은 본 발명의 옹벽용 콘크리트 블록 제조방법을 설명하는 블록도1 is a perspective view showing a retaining wall stacked with a retaining wall concrete block of the present invention
Figure 2 is a side view of Figure 1
3 is a plan view showing the stacking of unit retaining wall blocks of the present invention
Figure 4 is a perspective view showing a unit retaining wall block of the present invention
5 is a perspective view showing a twin retaining wall block of the present invention
6 is a bottom view of FIG. 5
7 is a process diagram illustrating a method of manufacturing a concrete block for a retaining wall of the present invention
8 is a block diagram illustrating a method of manufacturing a concrete block for a retaining wall of the present invention

이하, 첨부도면을 참조하여 본 발명의 옹벽용 콘크리트 블록, 그 옹벽용 콘크리트 블록의 제조방법, 및 그 옹벽용 콘크리트 블록의 시공방법에 대하여 상세하게 설명한다.Hereinafter, a concrete block for a retaining wall, a method of manufacturing the concrete block for the retaining wall, and a construction method of the concrete block for the retaining wall of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명의 옹벽용 콘크리트 블록을 적층한 옹벽을 도시한 사시도, 도 2는 도 1의 측면도, 도 3은 본 발명의 단위 옹벽블록의 적층을 보인 평면도, 도 4는 본 발명의 단위 옹벽블록을 도시한 사시도, 도 5는 본 발명의 트윈 옹벽블록을 도시한 사시도, 도 6은 도 5의 저면도, 도 7은 본 발명의 옹벽용 콘크리트 블록 제조방법을 설명하는 공정도, 및 도 8은 본 발명의 옹벽용 콘크리트 블록 제조방법을 설명하는 블록도이다.1 is a perspective view showing a retaining wall stacked with a retaining wall concrete block of the present invention, Figure 2 is a side view of Figure 1, Figure 3 is a plan view showing the stacking of the unit retaining wall block of the present invention, Figure 4 is a unit retaining wall of the present invention A perspective view showing a block, Figure 5 is a perspective view showing a twin retaining wall block of the present invention, Figure 6 is a bottom view of Figure 5, Figure 7 is a process diagram illustrating a method of manufacturing a concrete block for retaining wall of the present invention, and Figure 8 Is a block diagram illustrating a method of manufacturing a concrete block for a retaining wall of the present invention.

도 1 내지 도 6을 참조하면, 본 발명의 옹벽용 콘크리트 블록은 적층되어 옹벽을 형성하는 것으로, 하천, 제방, 도로, 택지조성 등의 성토부 및 절토부에 사용하는 옹벽블록이다.1 to 6, the concrete block for a retaining wall of the present invention is a retaining wall block used in the embankment and cutting of rivers, embankments, roads, and land construction to form a retaining wall by being stacked.

본 발명의 옹벽용 콘크리트 블록은 설명의 편의상, 전면부(110)와 중간부(120)와 후면부(130)를 구비하는데, 상기 전면부(110)는 골재와 콘크리트가 혼합되어 성형되고, 상기 중간부(120)와 후면부(130)는 콘크리트로 성형된다. For convenience of explanation, the concrete block for retaining walls of the present invention includes a front portion 110, an intermediate portion 120, and a rear portion 130, wherein the front portion 110 is formed by mixing aggregate and concrete, and the intermediate The part 120 and the rear part 130 are formed of concrete.

상기 중간부(120)에는 횡 구획벽(140)이 형성되어 전방격실(150)과 후방격실(160)로 구획되고, 상기 중간부(120)의 양 측면에는 경사면(121)이 형성되며, 상기 후면부(130)는 돌출부(131)가 형성되어 단위 옹벽블록(100)을 형성한다.The intermediate part 120 is formed with a horizontal partition wall 140 to be divided into a front compartment 150 and a rear compartment 160, and inclined surfaces 121 are formed on both sides of the intermediate part 120, and the The rear part 130 has a protrusion 131 formed therein to form a unit retaining wall block 100.

본 발명의 트윈 옹벽블록(200)은 2개의 단위 옹벽블록(100)을 구비하는데, 상기 단위 옹벽블록(100)은 전면부(110)가 서로 붙어서 일체로 성형된 후, 1/2로 절단하고 연마 제작되어 일정하게 평평한 면이 형성되므로, 전면부(110)의 표면이 매끄럽게 형성되고 미관이 부드럽고 친환경적으로 구성된다. The twin retaining wall block 200 of the present invention includes two unit retaining wall blocks 100, wherein the unit retaining wall block 100 is integrally molded with the front parts 110 attached to each other, and then cut into half. Since it is polished to form a uniform flat surface, the surface of the front portion 110 is formed smoothly and the aesthetics are smooth and environmentally friendly.

즉, 자재의 특성상 콘크리트보다 골재가 혼합된 콘크리트의 표면이 더 매끄럽게 형성되는데, 본 발명에서는 커팅면이 매끄럽게 형성되는 원리를 이용하여, 전면부(110)의 단면을 더욱 매끄럽고 고급스럽게 형성함은 물론 색상 변질을 방지하는 효과가 있는 반영구적 옹벽블록을 제공하는 것으로, 습식 및 건식으로 옹벽블록을 제작하는 경우, 옹벽블록의 변화 및 변형을 극소화하여 전면부(110) 표면에 백화 현상이 발생하지 않는 효과를 얻을 수 있다.That is, the surface of concrete mixed with aggregates is formed more smoothly than concrete due to the nature of the material.In the present invention, by using the principle that the cutting surface is formed smoothly, the cross section of the front part 110 is formed more smoothly and luxuriously. Provides a semi-permanent retaining wall block that has the effect of preventing color deterioration.When a retaining wall block is manufactured by wet or dry method, the effect of minimizing the change and deformation of the retaining wall block so that whitening does not occur on the surface of the front part 110 Can be obtained.

더 나아가, 색채의 골재를 사용하여서 다양한 색상의 전면부(110)를 형성할 수 있기 때문에 재해 예방은 물론 주변 환경과 더 잘 조화될 수 있도록 한다.Furthermore, since the front part 110 of various colors can be formed by using a colored aggregate, it is possible to prevent disasters and to be better harmonized with the surrounding environment.

여기서, 본 발명에 사용하는 커터는 다이아몬드 톱날을 사용할 수 있으며, 골재는 자연종석 등을 포함한다. Here, the cutter used in the present invention may use a diamond saw blade, and the aggregate includes a natural stone stone.

상기 전면부(110) 양측에는 커팅면(112)이 형성되는 것이 바람직하다. 커팅면(112)은 커팅을 가이드 하기 위한 부분으로, 그 커팅면(112)을 통해서 커터(미도시)가 커팅을 위해서 진입하기 위한 부분이다.It is preferable that cutting surfaces 112 are formed on both sides of the front part 110. The cutting surface 112 is a part for guiding cutting, and is a part through which a cutter (not shown) enters for cutting.

본 실시 예에서, 트윈 옹벽블록이란 단위 옹벽블록(100)의 전면부(110)가 서로 붙어서 일체로 성형된 대칭 형상의 옹벽블록 구조물을 말한다.In this embodiment, the twin retaining wall block refers to a symmetrical retaining wall block structure in which the front portions 110 of the unit retaining wall block 100 are attached to each other and integrally formed.

본 실시 예의 단위 옹벽블록(100)은, 중 대형화하여서 옹벽블록과 옹벽블록 자체 중량만으로 어느 정도 자중을 갖도록 설계되는데, 상기 전면부(110)의 하면에는 전방격실(150) 내벽에 밀착되어 걸리는 위치 결정돌기(돌출 키)(111)(도 6 참조)가 형성된다.The unit retaining wall block 100 of the present embodiment is designed to have a certain self-weight only by the weight of the retaining wall block and the retaining wall block itself by increasing the size of the unit, and a position in close contact with the inner wall of the front compartment 150 on the lower surface of the front part 110 is Crystal protrusions (protrusion keys) 111 (see Fig. 6) are formed.

즉, 옹벽 시공시, 하부에서 상부로 갈수록 하부 단과 상부 단은 서로 단차를 두고 적층되는 바, 상부 단에 위치한 단위 옹벽블록(100)의 하면에 형성된 위치 결정돌기(111)가 하부 단의 단위 옹벽블록(100)의 전방격실(150) 내벽 면에 밀착하도록 하여서 단위 옹벽블록(100)을 더욱 견고하게 고정할 수 있다.That is, when the retaining wall is constructed, the lower end and the upper end are stacked with a step difference from the bottom to the top, and the positioning protrusion 111 formed on the lower surface of the unit retaining wall block 100 located at the upper end is the unit retaining wall of the lower end. The unit retaining wall block 100 may be more firmly fixed by making it in close contact with the inner wall surface of the front compartment 150 of the block 100.

한편, 도 7 및 도 8을 참조하면, 본 발명의 옹벽용 콘크리트 블록의 제조방법은 거푸집(10)을 마련하는 단계(S10); 상기 거푸집(10) 안에 골재와 콘크리트를 주입하고 양생하되, 전면부(110)는 골재와 콘크리트가 혼합되어 성형되고, 중간부(120)와 후면부(130)는 콘크리트로 성형되며, 상기 중간부(120)에는 횡 구획벽(140)이 형성되어 전방격실(150)과 후방격실(160)로 구획되고, 상기 중간부(120)의 양 측면에 경사면(121)이 형성되며, 상기 후면부(130)는 돌출부(131)가 형성되고, 상기 전면부(110)의 하면에 위치 결정돌기(돌출 키)(111)가 형성된 단위 옹벽블록(100)을 형성하되, 상기 단위 옹벽블록(100)의 전면부(110)가 서로 붙어서 일체로 성형된 트윈 옹벽블록(200)을 성형하는 단계(S20); 및 상기 트윈 옹벽블록(200)의 전면부(110)를 1/2로 절단 연마하여 상기 단위 옹벽블록(100)을 완성하고, 상기 단위 옹벽블록(100)의 전면부(110)의 표면을 매끄럽게 형성하는 단계(S30)를 포함한다.On the other hand, referring to Figures 7 and 8, the method of manufacturing a concrete block for a retaining wall of the present invention comprises the steps of providing a formwork (10) (S10); Aggregate and concrete are injected and cured in the formwork 10, but the front part 110 is formed by mixing aggregate and concrete, and the middle part 120 and the rear part 130 are formed of concrete, and the middle part ( A horizontal partition wall 140 is formed at 120 to be divided into a front compartment 150 and a rear compartment 160, and inclined surfaces 121 are formed on both sides of the intermediate part 120, and the rear part 130 The unit retaining wall block 100 is formed in which a protrusion 131 is formed and a positioning protrusion (protrusion key) 111 is formed on the lower surface of the front part 110, and the front part of the unit retaining wall block 100 (S20) forming a twin retaining wall block (200) formed integrally by sticking to each other (S20); And the front part 110 of the twin retaining wall block 200 is cut and polished in half to complete the unit retaining wall block 100, and the surface of the front part 110 of the unit retaining wall block 100 is smoothed. It includes a forming step (S30).

즉, 상기 단계(S10)에서는, 거푸집(10)을 마련하되, 상기 거푸집(10)은 트윈 옹벽블록(200)을 성형하기 위한 형틀로서, 거푸집(10) 안에는 차단막(11)을 설치하여 골재와 콘크리트가 혼합된 혼합물을 타설한 부분과, 콘크리트만을 타설할 부분으로 구획한다.That is, in the step (S10), a formwork 10 is provided, and the formwork 10 is a formwork for forming the twin retaining wall block 200, and a blocking film 11 is installed in the formwork 10 to prevent the aggregate and It is divided into a part where a mixture of concrete is poured and a part where only concrete is to be poured.

상기 단계(S20)에서는, 차단막(11)을 기준으로 하여 거푸집(S10) 안에 골재와 콘크리트를 주입하고 양생하되, 전면부(110)는 골재와 콘크리트가 혼합되어 성형되고, 중간부(120)와 후면부(130)는 콘크리트로 성형되며, 상기 중간부(120)에는 횡 구획벽(140)이 형성되어 전방격실(150)과 후방격실(160)로 구획되고, 상기 중간부(120)의 양 측면에 경사면(121)이 형성되며, 상기 후면부(130)는 돌출부(131)가 형성되고, 상기 전면부(110)의 하면에 위치 결정돌기(돌출 키)(111)가 형성된 단위 옹벽블록(100)을 형성하는데, 상기 단위 옹벽블록(100)의 전면부(110)가 서로 붙어서 일체로 성형된 트윈 옹벽블록을 성형한다.In the step (S20), aggregate and concrete are injected and cured in the formwork (S10) based on the blocking film (11), but the front part (110) is formed by mixing aggregate and concrete, and the middle part (120) and The rear part 130 is formed of concrete, and the middle part 120 is formed with a transverse partition wall 140 to be divided into a front compartment 150 and a rear compartment 160, and both sides of the middle part 120 A unit retaining wall block 100 in which an inclined surface 121 is formed, and a protrusion 131 is formed on the rear portion 130, and a positioning protrusion (protrusion key) 111 is formed on the lower surface of the front portion 110 To form, the front portion 110 of the unit retaining wall block 100 is attached to each other to form a twin retaining wall block integrally formed.

상기 단계(S30)에서는, 커터(다이아몬드 톱날)를 이용하여 트윈 옹벽블록(200)의 전면부(110)를 1/2로 절단 연마하여서, 2개의 단위 옹벽블록(100)을 완성하고, 상기 단위 옹벽블록(100)의 전면부(110)의 표면을 매끄럽게 형성한다.In the step S30, the front part 110 of the twin retaining wall block 200 is cut and polished in half by using a cutter (diamond saw blade) to complete two unit retaining wall blocks 100, and the unit The surface of the front part 110 of the retaining wall block 100 is formed smoothly.

한편, 본 발명의 옹벽용 콘크리트 블록의 시공방법은, 기초기반(30) 위에 옹벽의 횡 방향을 따라 단위 옹벽블록(100)의 전면부(110) 전방을 향하도록 배치하고, 단위 옹벽블록(100)의 상면에 지오그리드(G)를 개재하여 옹벽의 종방향을 따라 단위 옹벽블록(100)을 적층하며, 위치 결정돌기(돌출 키)(111)를 전방격실(150) 내벽 면에 밀착되어 걸리도록 하고, 상기 단위 옹벽블록(100)의 로프 관통홀(101) 안에 로프(미도시)를 결합하여서 상기 단위 옹벽블록(100)의 위치를 견고하게 고정할 수 있다.On the other hand, the construction method of the concrete block for a retaining wall of the present invention is arranged to face the front part 110 of the unit retaining wall block 100 along the transverse direction of the retaining wall on the foundation base 30, and the unit retaining wall block 100 ), the unit retaining wall block 100 is stacked along the longitudinal direction of the retaining wall through the geogrid (G) on the upper surface, and the positioning protrusion (protrusion key) 111 is in close contact with the inner wall surface of the front compartment 150 to be caught. And, by coupling a rope (not shown) in the rope through hole 101 of the unit retaining wall block 100, the position of the unit retaining wall block 100 may be firmly fixed.

상기 옹벽의 종방향을 따라 적층되는 단위 옹벽블록(100)은 점차 후퇴하여 단차(단턱)를 형성하여 하중이 옹벽 앞으로 쏠리지 않도록 하며, 상기 단위 옹벽블록(100)의 전면부(110)는 골재와 콘크리트의 혼합 성형에 의해서 표면을 매끄럽게 형성하는 것이다. 상기 단위 옹벽블록은, 하부 열과 상부 열이 서로 어긋나게, 즉 교호적으로 배치한다The unit retaining wall blocks 100 stacked along the longitudinal direction of the retaining wall gradually retreat to form a step (stepped) so that the load does not move in front of the retaining wall, and the front part 110 of the unit retaining wall block 100 It forms a smooth surface by mixing and molding concrete. The unit retaining wall blocks are arranged so that the lower row and the upper row are offset from each other, that is, alternately.

옹벽의 배면에는 배수 층(40)을 형성하고, 그 배수 층(40)에는 배수관(41)이 설치되며, 배수 층(40)의 배면에는 보강토(50)를 형성한다. 지오그리드(G)는 L자형 브래킷(60)을 이용하여 앵커볼트(70)를 체결하여 고정한다. A drainage layer 40 is formed on the rear surface of the retaining wall, a drainage pipe 41 is installed on the drainage layer 40, and reinforcement soil 50 is formed on the rear surface of the drainage layer 40. The geogrid (G) is fixed by fastening the anchor bolt (70) using the L-shaped bracket (60).

이상에서 설명한 바와 같이, 본 발명은 커팅면이 매끄럽게 형성되는 커팅원리를 이용하여, 옹벽블록의 전면부는 골재와 콘크리트가 혼합되어 성형되고, 중간부와 후면부는 콘크리트로 성형되는 단위 옹벽블록을 형성하되, 상기 단위 옹벽블록은 전면부가 서로 붙어서 일체로 성형된 후, 1/2로 절단 연마 제작됨으로써, 전면부의 단면을 더욱 매끄럽고 고급스럽게 형성함은 물론 색상 변질을 방지하며 반영구적 사용이 가능하고, 습식 및 건식으로 제작되는 경우 옹벽블록의 변화를 극소화하여 전면부 표면에 백화 현상이 발생하지 않으며, 색채의 골재를 사용하여서 다양한 색상의 전면부를 형성할 수 있기 때문에 재해 예방은 물론 주변 환경과 잘 조화될 수 있다.As described above, the present invention uses the cutting principle in which the cutting surface is formed smoothly, and the front part of the retaining wall block is formed by mixing aggregate and concrete, and the middle part and the rear part form a unit retaining wall block formed of concrete. , The unit retaining wall block is integrally molded with the front parts attached to each other, and then cut and polished in half, thereby forming a smoother and more luxurious cross section of the front part, as well as preventing color change and semi-permanent use, and wet and If it is manufactured in a dry type, the change of the retaining wall block is minimized, so that whitening does not occur on the front surface, and since the front part of various colors can be formed by using colored aggregates, it is possible to prevent disasters and to harmonize well with the surrounding environment. have.

또한, 본 발명은 옹벽 시공 이후 장기간 경과시 외장재가 떨어져 나가는 종래의 문제점을 근본적으로 해결할 수 있으며, 이로 인한 유지보수 및 비용을 대폭 절감할 수 있다.In addition, the present invention can fundamentally solve the conventional problem that the exterior material falls off after a long period of time after the construction of the retaining wall, and thus maintenance and cost can be significantly reduced.

10: 거푸집
11: 차단막
100: 단위 옹벽블록
110: 전면부
111: 위치 결정돌기
112: 커팅면
120: 중간부
121: 경사면
130: 후면부
131: 돌출부
140: 횡 구획벽
150: 전방격실
160: 후방격실
200: 트윈 옹벽블록
G: 지오그리드10: formwork
11: barrier
100: unit retaining wall block
110: front
111: positioning protrusion
112: cutting surface
120: middle part
121: slope
130: rear part
131: protrusion
140: transverse partition wall
150: front compartment
160: rear compartment
200: twin retaining wall block
G: Geogrid

Claims (5)

적층되어 옹벽을 형성하는 옹벽블록으로서,
전면부(110)는 골재와 콘크리트가 혼합되어 성형되고, 중간부(120)와 후면부(130)는 콘크리트로 성형되며, 상기 중간부(120)에는 횡 구획벽(140)이 형성되어 전방격실(150)과 후방격실(160)로 구획되고, 상기 중간부(120)의 양 측면에는 경사면(121)이 형성되며, 상기 후면부(130)는 돌출부(131)가 형성되어 단위 옹벽블록(100)을 형성하되,
상기 단위 옹벽블록(100)은 전면부(110)가 서로 붙어서 일체로 성형된 후, 1/2로 절단 연마 제작되어 상기 전면부(110)의 표면이 매끄럽게 형성되는 것을 특징으로 하는 옹벽용 콘크리트 블록.As a retaining wall block that is stacked to form a retaining wall,
The front part 110 is formed by mixing aggregate and concrete, the middle part 120 and the rear part 130 are formed of concrete, and a transverse partition wall 140 is formed in the middle part 120 to form a front compartment ( It is divided into 150 and a rear compartment 160, and an inclined surface 121 is formed on both sides of the middle part 120, and the rear part 130 has a protrusion 131 formed therein to form a unit retaining wall block 100. Form,
The unit retaining wall block 100 is a concrete block for a retaining wall, characterized in that the front parts 110 are attached to each other and integrally molded, and then cut and polished in half to form a smooth surface of the front part 110 . 청구항 1에 있어서,
상기 전면부(110)의 하면에는 상기 전방격실(150) 내벽에 밀착되어 걸리는 위치 결정돌기(111)가 형성되는 것을 특징으로 하는 옹벽용 콘크리트 블록.The method according to claim 1,
A concrete block for a retaining wall, characterized in that a positioning protrusion 111 is formed on a lower surface of the front part 110 in close contact with the inner wall of the front compartment 150. 거푸집(10)을 마련하는 단계(S10);
상기 거푸집(S10) 안에 골재와 콘크리트를 주입하고 양생하되, 전면부(110)는 골재와 콘크리트가 혼합되어 성형되고, 중간부(120)와 후면부(130)는 콘크리트로 성형되며, 상기 중간부(120)에는 횡 구획벽(140)이 형성되어 전방격실(150)과 후방격실(160)로 구획되고, 상기 중간부(120)의 양 측면에 경사면(121)이 형성되며, 상기 후면부(130)는 돌출부(131)가 형성되고, 상기 전면부(110)의 하면에 위치 결정돌기(111)가 형성된 단위 옹벽블록(100)을 형성하되, 상기 단위 옹벽블록(100)의 전면부(110)가 서로 붙어서 일체로 성형된 트윈 옹벽블록(200)을 성형하는 단계(S20); 및
상기 트윈 옹벽블록(200)의 전면부(110)를 1/2로 절단 연마하여 상기 단위 옹벽블록(100)을 완성하고, 상기 단위 옹벽블록(100)의 전면부(110)의 표면을 매끄럽게 형성하는 단계(S30);를 포함하는 옹벽용 콘크리트 블록의 제조방법.Providing the formwork 10 (S10);
Aggregate and concrete are injected and cured in the formwork (S10), but the front part 110 is formed by mixing aggregate and concrete, and the middle part 120 and the rear part 130 are formed of concrete, and the middle part ( A horizontal partition wall 140 is formed at 120 to be divided into a front compartment 150 and a rear compartment 160, and inclined surfaces 121 are formed on both sides of the intermediate part 120, and the rear part 130 Is formed with a protrusion 131 and a unit retaining wall block 100 in which a positioning protrusion 111 is formed on a lower surface of the front part 110, and the front part 110 of the unit retaining wall block 100 is Forming the twin retaining wall blocks 200 formed integrally by sticking to each other (S20); And
The front part 110 of the twin retaining wall block 200 is cut and polished in half to complete the unit retaining wall block 100, and the surface of the front part 110 of the unit retaining wall block 100 is formed smoothly. The method of manufacturing a concrete block for a retaining wall comprising a step (S30). 옹벽의 횡 방향을 따라 단위 옹벽블록(100)의 전면부(110) 전방을 향하도록 배치하고, 단위 옹벽블록(100)의 상면에 지오그리드(G)를 개재하여 상기 옹벽의 종방향을 따라 단위 옹벽블록(100)을 적층하며, 위치 결정돌기(111)를 전방격실(150) 내벽 면에 밀착되어 걸리도록 하고, 상기 단위 옹벽블록(100)의 로프 관통홀(101) 안에 로프를 결합하여서 상기 단위 옹벽블록(100)의 위치를 고정하되,
상기 옹벽의 종방향을 따라 적층되는 단위 옹벽블록(100)은 점차 후퇴하여 단차를 형성하며, 상기 단위 옹벽블록(100)의 전면부(110)는 골재와 콘크리트의 혼합 성형에 의해서 표면이 매끄럽게 형성하는 것을 특징으로 하는 옹벽용 콘크리트 블록의 시공방법.A unit retaining wall is arranged to face the front side 110 of the unit retaining wall block 100 along the transverse direction of the retaining wall, and a geogrid (G) is interposed on the upper surface of the unit retaining wall block 100 along the longitudinal direction of the retaining wall. The block 100 is stacked, the positioning protrusion 111 is in close contact with the inner wall surface of the front compartment 150, and a rope is coupled into the rope through hole 101 of the unit retaining wall block 100. Fix the position of the retaining wall block 100,
The unit retaining wall blocks 100 stacked along the longitudinal direction of the retaining wall gradually retreat to form a step, and the front part 110 of the unit retaining wall block 100 has a smooth surface formed by mixed molding of aggregate and concrete. Construction method of a concrete block for a retaining wall, characterized in that to. 청구항 4에 있어서,
상기 단위 옹벽블록은 하단과 상단이 서로 어긋나게 배치하는 것을 특징으로 하는 옹벽용 콘크리트 블록의 시공방법.
The method of claim 4,
The construction method of a concrete block for a retaining wall, characterized in that the unit retaining wall block is arranged so that the lower end and the upper end are offset from each other.
KR1020190130349A 2019-10-21 2019-10-21 Concrete block for retaining wall, manufacturing method, and construction method thereof KR20210046935A (en)

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KR102344810B1 (en) * 2021-09-01 2021-12-28 박광일 Front panel replaceable concrete block retaining wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060108313A (en) 2005-04-12 2006-10-17 한용택 Assemble concrete block for
KR20070040056A (en) 2005-10-11 2007-04-16 (주)메카모아 Method of producing wooden decorative type retaining wall block

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060108313A (en) 2005-04-12 2006-10-17 한용택 Assemble concrete block for
KR20070040056A (en) 2005-10-11 2007-04-16 (주)메카모아 Method of producing wooden decorative type retaining wall block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102344810B1 (en) * 2021-09-01 2021-12-28 박광일 Front panel replaceable concrete block retaining wall

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