KR100514155B1 - Mount method of temporary wall for building - Google Patents

Mount method of temporary wall for building Download PDF

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Publication number
KR100514155B1
KR100514155B1 KR1020050016330A KR20050016330A KR100514155B1 KR 100514155 B1 KR100514155 B1 KR 100514155B1 KR 1020050016330 A KR1020050016330 A KR 1020050016330A KR 20050016330 A KR20050016330 A KR 20050016330A KR 100514155 B1 KR100514155 B1 KR 100514155B1
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South Korea
Prior art keywords
plate
earth
wall
reinforcing
double
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KR1020050016330A
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Korean (ko)
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김광일
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주식회사 무이 이엔지 건축사 사무소
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Priority to KR1020050016330A priority Critical patent/KR100514155B1/en
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    • 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
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

본 발명은 건축물 기초 흙막이 토류벽에 관한 것으로, 더욱 상세하게는 건축물 기초 터파기중 빈번하게 발생되는 흙막이 토류벽의 토압에 의한 붕괴 사고를 미연에 방지할 수 있도록 구성된 건축물 기초 흙막이 토류벽 설치 방법에 관한 것이다.The present invention relates to a building foundation mud wall, and more particularly, to a building foundation mud wall installation method configured to prevent a collapse accident caused by the earth pressure of the mud wall that is frequently generated during the foundation foundation dig.

본 발명은, 지중에 다수개의 강재 말뚝이 입설되고, 그 강재 말뚝의 사이에 다수개의 목재판이 수평으로 삽입설치되어 토압 밀림 방향에 저항하는 건축물 기초 흙막이 토류벽에 있어서, 상기 목재판에는 2개 1조로 보강대 1과 보강대 2의 수평판이 밀착되는 이중 보강대가 강재 말뚝에 다수개 삽입설치되어 외부 토압에 대항하도록 흙막이 토류벽이 형성되는 한편, 상기 보강대 1,2는 수직판의 일측에 삼각형 형상의 보강재가 용접되고 그 수직판과 보강재의 하부면에 수평판이 일체로 용접되고, 수직판에 형성된 체결홀을 통해 결속 나사가 보강대 1,2를 목재판에 고정시키며, 한편 수평판의 체결홀에 체결 볼트가 관통되어 너트로 고정되는 이중 보강대가 설치됨을 특징으로 하는 건축물 기초 흙막이 토류벽 설치 방법을 제공한다.According to the present invention, in the ground, a plurality of steel piles are placed in the ground, and a plurality of wooden boards are horizontally inserted between the steel piles so as to resist the earth pressure rolling direction. A plurality of double reinforcing rods, which are in close contact with the horizontal plates of the first and the reinforcing rods 2, are inserted into the steel piles to form a soiled earth wall to counteract the external earth pressure. The horizontal plate is integrally welded to the vertical plate and the lower surface of the reinforcing material, and the binding screw secures the reinforcing rods 1 and 2 to the wooden plate through the fastening hole formed in the vertical plate, while the fastening bolt is fixed to the fastening hole of the horizontal plate. Provides a building foundation earthwall earth wall installation method characterized in that the double reinforcement is installed through and fixed with a nut.

Description

건축물 기초 흙막이 토류벽 설치 방법{MOUNT METHOD OF TEMPORARY WALL FOR BUILDING}Building foundation earthenware earth wall installation method {MOUNT METHOD OF TEMPORARY WALL FOR BUILDING}

본 발명은 건축물 기초 흙막이 토류벽에 관한 것으로, 더욱 상세하게는 건축물 기초 터파기중 빈번하게 발생되는 흙막이 토류벽의 토압에 의한 붕괴 사고를 미연에 방지할 수 있도록 구성된 건축물 기초 흙막이 토류벽 설치 방법에 관한 것이다.The present invention relates to a building foundation mud wall, and more particularly, to a building foundation mud wall installation method configured to prevent a collapse accident caused by the earth pressure of the mud wall that is frequently generated during the foundation foundation dig.

일반적으로 건축물을 시공하기 위해 토공사를 시행하는 때는, 강재 말뚝에 목재판을 설치한 흙막이 가시설이 설치된다.In general, when earthwork is carried out to construct a building, there is a temporary temporary temporary wall board with wooden boards.

상기 강재 말뚝이 다수개 입설되면 그 강재 말뚝의 사이에 목재판을 삽입설치하여 흙막이 가시설인 토류벽을 설치하여 토사의 붕괴를 방지하게 된다.When a plurality of steel piles are placed, a wooden board is inserted between the steel piles to install a earth wall, which is a temporary earthquake, to prevent the collapse of soil.

그러나, 도 1에서 알 수 있듯이, 강재 말뚝(10)의 사이에 삽입된 목재판(30)은, 토사(S)의 압력에 의해 길이방향의 중간부가 절단되는 문제점이 있다.However, as can be seen in Figure 1, the wood plate 30 inserted between the steel pile 10, there is a problem that the middle portion in the longitudinal direction is cut by the pressure of the soil sand (S).

즉, 상기 목재판(30)은 토사(S)에 의한 토압이 발생되면 길이방향의 중간부가 절단되는 단점을 갖는 바, 토사의 밀도가 높거나 측면에 건축물이 설치된 경우, 그 가시설 구조물이 측면에서 전해지는 토압을 이겨내지 못하는 경우에 발생된다.That is, the timber board 30 has the disadvantage that the middle portion of the longitudinal direction is cut when the earth pressure by the soil (S) is generated, when the density of the soil is high or the building is installed on the side, the temporary structure is in the side It is generated when the earth pressure cannot be overcome.

따라서, 이러한 흙막이 시설물의 붕괴는 곧 대형의 참사로 이어지는 바, 붕괴 사고를 미연에 방지하기 위한 보강 시설물이 현실적으로 필요하다 할 것이다.Therefore, the collapse of the earthquake facilities will soon lead to a catastrophic disaster, the reinforcement facilities to prevent the collapse accidents will be required in reality.

본 발명은 상술한 문제점을 감안하여, 본 발명은, 건축물의 기초를 시공하기 위해 터파기를 하는 경우 설치되는 흙막이 토류벽을 설치시, 토사의 압력에 의해 길이방향 중간부가 절단되지 않도록 목재판의 이음부에 이중 보강대를 설치하여 목재판의 구부러짐 또는 절단되는 문제점을 해결함과 아울러, 이중 보강대의 설치로 인해 붕괴 사고를 미연에 방지할 수 있어 안전 사고를 방지할 수 있도록 하는 건축물 기초 흙막이 토류벽 설치 방법을 제공함을 그 목적으로 한다.In view of the above-described problems, the present invention provides a joint of a wooden board so that the longitudinal middle part is not cut by the pressure of the earth and sand when installing the earthenware earth wall which is installed when the excavation is carried out to construct the foundation of the building. Installing a double reinforcement on the floor solves the problem of bending or cutting the wooden board, and the installation method of building foundation earthwall wall to prevent the collapse accident due to the installation of the double reinforcement to prevent the safety accident The purpose is to provide.

본 발명은 상술한 목적 달성을 위해, 본 발명은, 지중에 다수개의 강재 말뚝이 입설되고, 그 강재 말뚝의 사이에 다수개의 목재판이 수평으로 삽입설치되어 토압 밀림 방향에 저항하는 건축물 기초 흙막이 토류벽에 있어서, 상기 목재판에는 2개 1조로 보강대 1과 보강대 2의 수평판이 밀착되는 이중 보강대가 강재 말뚝에 다수개 삽입설치되어 외부 토압에 대항하도록 흙막이 토류벽이 형성되는 한편, 상기 보강대 1,2는 수직판의 일측에 삼각형 형상의 보강재가 용접되고 그 수직판과 보강재의 하부면에 수평판이 일체로 용접되고, 수직판에 형성된 체결홀을 통해 결속 나사가 보강대 1,2를 목재판에 고정시키며, 한편 수평판의 체결홀에 체결 볼트가 관통되어 너트로 고정되는 이중 보강대가 설치됨을 특징으로 하는 건축물 기초 흙막이 토류벽 설치 방법을 제공한다.The present invention, in order to achieve the above object, the present invention, a plurality of steel piles are placed in the ground, a plurality of wooden boards are inserted horizontally between the steel piles in the building foundation earthwall earth wall resisting the earth pressure rolling direction On the wooden board, two double reinforcing rods in which two horizontal reinforcements of the reinforcing rod 1 and the reinforcing rod 2 are in close contact with each other are installed in the steel pile to form an earthen wall wall to counter the external earth pressure, while the reinforcing rods 1,2 are A triangular reinforcement is welded to one side of the straight plate, the horizontal plate is integrally welded to the vertical plate and the lower surface of the reinforcement, and a binding screw fixes the reinforcing rods 1,2 to the wooden board through the fastening holes formed in the vertical plate. On the other hand, the building foundation earthwall earth wall installation method characterized in that the fastening bolt penetrates the fastening hole of the horizontal plate and is fixed with a nut. Provided.

이하, 첨부 도면을 참조하여 구성에 따른 실시예를 설명하기로 한다.Hereinafter, embodiments of the construction will be described with reference to the accompanying drawings.

도 2는 본 발명의 흙막이 토류벽이 설치된 사시도로서, 강재 말뚝(300)이 다수개 입설된 사이에는 목재판(310)이 삽입설치되고, 상기 목재판(310)에는 전방에 2개 1조로 폭이 좁게 형성된 이중 보강대(400)가 목재판(310)의 이음부에 밀착되도록 삽입설치하여 결속 나사와 체결 볼트로 체결하여 흙막이 토류벽(500)을 구성하게 된다.Figure 2 is a perspective view of the earth wall earth wall of the present invention is installed, the wooden plate 310 is inserted between the plurality of steel pile 300 is installed, the wooden plate 310 in front of the two two sets of width A narrowly formed double reinforcement table 400 is inserted and installed to be in close contact with the joint part of the wood plate 310 to be fastened with a binding screw and a fastening bolt to form the earth wall 500.

즉, 상기 흙막이 토류벽(500)은, 목재판(310)의 폭 보다 좁고 길이가 동일한 이중 보강대(400)가 설치되어 토사의 압력에 적절하게 대응하도록 설치된다.That is, the earth retaining earth wall 500 is provided with a double reinforcing table 400 which is narrower than the width of the wood plate 310 and the same length is installed so as to properly respond to the pressure of the soil.

도 3은 본 발명의 흙막이 토류벽의 분해 상태를 나타내는 도면이며, 도 4는 본 발명의 흙막이 토류벽의 이중 결속되는 상태를 나타내는 도면이다.3 is a view showing an exploded state of the earth retaining earth wall of the present invention, Figure 4 is a view showing a state of double binding of the earth retaining earth wall of the present invention.

상기 목재판(310)에는 다수개의 체결홀(314)이 수평방향으로 형성되고, 그 체결홀(314)이 형성된 길이방향 양측에 수직하게 체결홀(314)이 형성된다.A plurality of fastening holes 314 are formed in the horizontal direction in the wood plate 310, and fastening holes 314 are formed perpendicular to both sides of the longitudinal direction in which the fastening holes 314 are formed.

또한, 상기 목재판(310)에는 전방에 보강대 1(350)이 결합되고, 다른 목재판에도 보강대 2(380)가 결합되는 한편, 상기 각각의 목재판(310)이 밀착되는 이음부에 보강대 1(350)과 보강대 2(380)가 밀착되게 고정된다.In addition, the reinforcing rod 1 (350) is coupled to the front wooden plate 310, the reinforcing rod 2 (380) is coupled to the other wooden plate, while the reinforcing rod 1 to the joint portion of each of the wooden plate 310 is in close contact The 350 and the reinforcing bar 2 380 are fixed to be in close contact.

상기 보강대 1,2(350)(380)는, 동일한 형태로 제작되는 2개 1조가 이중 보강대(400)를 구성시키는 한편, 상기 보강대1,2(350)(380)는, 수직판(352)의 일측면에 폭이 동일한 삼각형 형태의 보강재(356)가 용접되고, 수직판(352)과 보강재(356)의 모서리면에 수평판(358)이 용접되어 형성된다.The reinforcing rods 1,2 (350) and 380, two sets of the same form to form a double reinforcing rod 400, while the reinforcing rods 1,2 (350), 380 is a vertical plate 352 The reinforcement 356 of the triangular shape having the same width is welded to one side of the vertical plate 352 and the horizontal plate 358 is formed on the edge surface of the reinforcement 356 is welded.

상기 보강대 1,2는 동일한 형태이므로 하기에서 보강대 1(350)을 기준으로 그 구조를 설명하기로 한다.Since the reinforcing bar 1,2 is the same shape, the structure will be described based on the reinforcing bar 1 350 below.

상기 보강대 1(350)은, 수직판(352)과 보강재(356)가 용접된 길이방향의 중간부마다 각각 체결홀(354)이 형성되어 결속 나사(360)로 목재판(310)에 고정되게 되고, 상기 보강대 1(350)에는 수직판(352)과 보강재(356)에 용접되는 수평판(358)이 형성되며, 상기 수평판(358)의 길이방향 중간부마다 형성된 체결홀(354)에는 체결 볼트(370)와 너트(374)가 체결되어 다른 보강대 2(380)가 고정된다.The reinforcing bar 1 (350), the fastening hole 354 is formed in each of the longitudinal middle portion of the vertical plate 352 and the reinforcing material 356 welded to be fixed to the wooden plate 310 with a binding screw 360 In the reinforcing bar 1 350, a horizontal plate 358 welded to the vertical plate 352 and the reinforcing material 356 is formed, and the fastening hole 354 formed at each middle portion of the horizontal plate 358 in the longitudinal direction. The fastening bolt 370 and the nut 374 are fastened to fix the other reinforcing bar 2 380.

상기 보강대 1(350)과 보강대 2(380)는, 수평판(358)이 상호 밀착되도록 형성되어 각각의 목재판(310)에 결속 나사(360)와 체결 볼트(370)로 고정되어 이중 보강대(400)를 구성시켜 흙막이 토류벽(500)에 다수개가 수직방향으로 설치되게 된다.The reinforcing bar 1 350 and the reinforcing bar 2 380 are formed so that the horizontal plate 358 is in close contact with each other and is fixed to the respective wood plate 310 by the binding screw 360 and the fastening bolt 370 to double reinforcement ( By constructing 400, a plurality of earthquake walls 500 are installed in the vertical direction.

상술한 설명과 같이, 상기 흙막이 토류벽(500)은, 다수개의 이중 보강대(400)가 강재 말뚝(300)의 수직방향에 다수개가 밀착되어 설치되므로 토사의 압력에 의한 외부힘에 대하여 적절하게 대응하게 되므로, 종래와 같이, 목재판(310)의 중앙이 구부러지거 절단되는 문제에 따른 붕괴 사고를 미연에 방지할 수 있게 된다.As described above, the earth retaining earth wall 500 is a plurality of double reinforcing rod 400 is installed in close contact with the plurality of vertical in the vertical direction of the steel pile 300 to properly respond to the external force due to the pressure of the earth and sand Therefore, as in the prior art, it is possible to prevent the collapse accident in accordance with the problem that the center of the wooden board 310 is bent or cut.

특히, 상기 이중 보강대(400)는, 보강대 1(350)과 보강대 2(380)가 각각 목재판(310)의 이음부에 수평판(358)이 밀착되도록 설치되는 관계로, 토압에 의한 흙막이 가시설의 붕괴를 방지시킬 수 있게 되는 것이다.In particular, the double reinforcement stand 400, the reinforcement stand 1 350 and the reinforcement stand 2 (380) is installed so that the horizontal plate 358 is in close contact with the joint of the wood plate 310, respectively, earthquake temporary installation by earth pressure It will be possible to prevent the collapse of.

상술한 본 발명의 구성에 의한 효과를 설명하면 다음과 같다.The effect by the structure of this invention mentioned above is as follows.

본 발명의 흙막이 가시설은, 건축물의 기초를 시공하기 위해 터파기를 하는 경우 설치되는 흙막이 토류벽을 설치시, 토사의 압력에 의해 길이방향 중간부가 절단되지 않도록 목재판의 이음부에 이중 보강대를 설치하여 목재판의 구부러짐 또는 절단되는 문제점을 해결함과 아울러, 이중 보강대의 설치로 인해 붕괴 사고를 미연에 방지할 수 있어 안전 사고를 방지할 수 있는 효과를 얻을 수 있게 된다.When the earthwork temporary installation wall of the present invention is installed when the earthwork earth wall is installed in the trench to install the foundation of the building, by installing a double reinforcement on the joint of the wood plate so that the longitudinal middle part is not cut by the pressure of the soil In addition to solving the problem of bending or cutting of the trial, the installation of the double reinforcement can prevent the collapse accident in advance, it is possible to obtain the effect of preventing the safety accident.

도 1은 종래의 흙막이 토류벽의 문제점을 나타내는 도면.BRIEF DESCRIPTION OF THE DRAWINGS The figure which shows the problem of the conventional earth retaining earth wall.

도 2는 본 발명의 흙막이 토류벽이 설치된 사시도.Figure 2 is a perspective view of the earth retaining earth wall is installed.

도 3은 본 발명의 흙막이 토류벽의 분해 상태를 나타내는 도면.3 is a view showing an exploded state of the earth retaining earth wall of the present invention.

도 4는 본 발명의 흙막이 토류벽의 이중 결속되는 상태를 나타내는 도면.4 is a view showing a state in which the earth film double binding of the earth wall of the present invention.

< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>

300: 강재 말뚝 310: 목재판300: steel pile 310: wooden board

350,380: 보강대1,2 360: 결속 나사350,380: reinforcement stand 1,2 360: binding screw

370: 체결 볼트 400: 이중 보강대370: fastening bolt 400: double reinforcement

500: 흙막이 토류벽500: earth wall

Claims (1)

지중에 다수개의 강재 말뚝이 입설되고, 그 강재 말뚝의 사이에 다수개의 목재판이 수평으로 삽입설치되며, 보강재가 형성된 이중 보강대가 설치되어 토압 밀림 방향에 저항하는 건축물 기초 흙막이 토류벽에 있어서, In the ground of the earth foundation soil walls, a plurality of steel piles are placed in the ground, a plurality of wooden boards are horizontally inserted between the steel piles, and a double reinforcement rod formed with a reinforcement member is installed to resist the soil pressure direction. 상기 목재판(310)에는 2개 1조로 보강대 1(350)과 보강대 2(380)의 수평판이 밀착되는 이중 보강대(400)가 강재 말뚝(300)에 다수개 삽입설치되어 흙막이 토류벽(500)이 형성되는 한편, The wooden plate 310 is installed in a plurality of double reinforcing rod 400 is in close contact with the horizontal plate of the reinforcing rod 1 (350) and the reinforcing rod 2 (380) in the steel pile 300 is installed in the soil wall earth wall 500 On the other hand, 상기 보강대 1,2(350)(380)는 수직판(252)의 일측에 삼각형 형상의 보강재(356)가 용접되고 그 수직판(352)과 보강재(356)의 하부면에 수평판(358)이 일체로 용접되며, 그 수직판(352)에 형성된 체결홀(354)을 통해 결속 나사(360)가 보강대 1,2(350)(380)를 목재판(310)에 고정시키며, The reinforcing rods 1,2 (350, 380) is a triangular-shaped reinforcement 356 is welded to one side of the vertical plate 252 and the horizontal plate 358 on the lower surface of the vertical plate 352 and the reinforcement 356 This unit is welded integrally, through the fastening hole 354 formed in the vertical plate 352, the binding screw 360 secures the reinforcing rods 1,2 (350, 380) to the wooden plate 310, 한편 수평판(358)의 체결홀(354)에 체결 볼트(370)가 체결되어 너트(374)로 고정되는 이중 보강대(400)가 설치됨을 특징으로 하는 건축물 기초 흙막이 토류벽 설치 방법.On the other hand, the building foundation earthwall earth wall installation method, characterized in that the fastening bolt 370 is fastened to the fastening hole 354 of the horizontal plate 358 is installed with a double reinforcing table 400 is fixed by a nut 374.
KR1020050016330A 2005-02-28 2005-02-28 Mount method of temporary wall for building KR100514155B1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100744972B1 (en) * 2007-05-21 2007-08-02 (주)한터인종합건축사사무소 Earth of building land-side protection wall structure
CN103437427A (en) * 2013-08-28 2013-12-11 天津大学 Aluminum alloy space grid structure slab rib node
KR101982590B1 (en) * 2018-10-16 2019-09-10 박노성 Earth retaining wall and method of construction retaining wall using thereof
KR102031060B1 (en) * 2019-05-21 2019-10-11 박노성 Method of construction retaining wall using thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100744972B1 (en) * 2007-05-21 2007-08-02 (주)한터인종합건축사사무소 Earth of building land-side protection wall structure
CN103437427A (en) * 2013-08-28 2013-12-11 天津大学 Aluminum alloy space grid structure slab rib node
KR101982590B1 (en) * 2018-10-16 2019-09-10 박노성 Earth retaining wall and method of construction retaining wall using thereof
KR102031060B1 (en) * 2019-05-21 2019-10-11 박노성 Method of construction retaining wall using thereof

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