KR100776773B1 - Base panel for revetment structure - Google Patents

Base panel for revetment structure Download PDF

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Publication number
KR100776773B1
KR100776773B1 KR1020060084154A KR20060084154A KR100776773B1 KR 100776773 B1 KR100776773 B1 KR 100776773B1 KR 1020060084154 A KR1020060084154 A KR 1020060084154A KR 20060084154 A KR20060084154 A KR 20060084154A KR 100776773 B1 KR100776773 B1 KR 100776773B1
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South Korea
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retaining wall
main body
foundation
coupling
ground
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KR1020060084154A
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Korean (ko)
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KR20060100351A (en
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김동우
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신우산업개발 주식회사
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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
    • 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
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • 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)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

본 발명은 옹벽을 축조하기 위한 지반에 시공되어 옹벽블록을 안전하게 지지하기 위한 옹벽 축조용 기초대에 관한 것으로서, 구체적으로는 상기 옹벽블록이 안착되도록 판 형태로 형성된 본체; 상기 본체에 안착된 옹벽블록의 전후단을 지지하도록 상부면의 전후 선단에 돌출 형성된 전후 지지턱; 상기 전후 지지턱 사이에 상하로 관통 형성된 통공; 및 상기 본체의 좌우단을 연결하기 위한 연결수단; 으로 이루어짐에 따라, 옹벽을 축조하기 위한 지반에 연결 설치하여 축조되는 최하단의 옹벽블록을 간편하고 안전하게 지지할 수 있는 한 옹벽 축조용 기초대를 제공하게 된다.The present invention relates to a base for building retaining wall for securely supporting a retaining wall block, which is constructed on ground for constructing a retaining wall, and specifically, a main body formed in a plate shape so that the retaining wall block is seated; Front and rear support jaws protruding from the front and rear ends of the upper surface to support the front and rear ends of the retaining wall block seated on the main body; A through hole formed vertically through the front and rear support jaws; Connecting means for connecting left and right ends of the main body; As it consists of, to provide a foundation for retaining wall construction as long as it can easily and safely support the bottom retaining wall block to be built by connecting to the ground for building the retaining wall.

Description

옹벽 축조용 기초대{BASE PANEL FOR REVETMENT STRUCTURE}Foundation base for retaining wall construction {BASE PANEL FOR REVETMENT STRUCTURE}

도 1은 본 발명이 적용된 옹벽 축조용 기초대를 도시한 사시도.1 is a perspective view showing a foundation for building a retaining wall applied to the present invention.

도 2는 본 발명이 적용된 옹벽 축조용 기초대를 도시한 단면도.Figure 2 is a cross-sectional view showing a foundation for the retaining wall construction to which the present invention is applied.

도 3은 본 발명이 적용된 옹벽 축조용 기초대를 도시한 사용상태도.Figure 3 is a state of use showing a retaining wall foundation base to which the present invention is applied.

도 4는 본 발명이 적용된 옹벽 축조용 기초대를 도시한 시공상태도.Figure 4 is a construction state showing the foundation for the retaining wall construction to which the present invention is applied.

** 도면의 주요 부분에 대한 부호의 설명 **** Description of symbols for the main parts of the drawing **

100: 본체 120: 전후 지지턱100: main body 120: front and rear support jaw

140: 통공 160: 좌우 결합공140: through hole 160: left and right coupling holes

162: 연결철편 164: 결합볼트162: connecting iron 164: coupling bolt

180: 수평단면180: horizontal section

본 발명은 하천의 제방이나 소하천 단지조성의 절성토면 등의 옹벽을 축조하기 위한 기초대에 관한 것으로서, 구체적으로는 옹벽을 축조하기 위한 지반에 연결 설치하여 축조되는 최하단의 옹벽블록을 간편하고 안전하게 지지할 수 있도록 한 옹벽 축조용 기초대에 관한 것이다.The present invention relates to a foundation for constructing a retaining wall such as a bank embankment or a sedimentary soil surface of a small river complex, and specifically, a lower retaining wall block connected to the ground for constructing a retaining wall to be built simply and safely. The present invention relates to a foundation for retaining wall construction that can be supported.

일반적으로 옹벽을 시공하기 위해서는 그 받침이 되는 지반을 단단하게 다진 후 콘크리트를 타설하여 기초대를 형성한 상태에서 그 위에 블록을 연결하여 축조가 이루어짐은 주지된 사실이다.In general, in order to construct a retaining wall, it is well known that construction is accomplished by stiffening the ground to be supported and then placing blocks on the concrete in the state where the foundation is formed by placing concrete.

이와 같이 옹벽을 축조하기 위해서 다져진 지반에 콘크리트를 타설하여 기초대를 형성함에 따라 그 위에 축조되는 블록을 지지하여 전방으로 밀리는 것을 방지함은 물론이고, 지반의 편중된 침하나 쇄굴에 대하여 안정적인 지지가 이루어지는 이점이 있다.In this way, as concrete is laid on the ground ground to form the retaining wall, the foundation blocks are formed to support the blocks to be built on the ground to prevent them from being pushed forward. There is an advantage made.

그러나 이와 같이 콘크리트를 타설하여 기초대를 형성하는 경우에는 콘크리트의 형태를 잡기 위한 거푸집의 시공이 선행되어야 하는 불편함과 상기 타설된 기초 콘크리트가 완전히 굳어질 때까지 기다려야 하므로 공기가 지연되는 문제가 발생한다.However, in the case of forming the foundation by pouring concrete in this way, the inconvenience of the construction of the formwork to form the concrete must be preceded, and the air is delayed because the laid foundation concrete must wait until it is completely hardened do.

더구나 상기와 같이 콘크리트를 타설하여 기초대를 형성하는 경우에는 블록의 형태에 따라 정확한 기초대의 성형이 어렵기 때문에 축조되는 옹벽에 편차가 발생하여 구조적으로 취약해지는 문제가 발생한다.In addition, when the foundation is formed by placing concrete as described above, since it is difficult to form the exact foundation according to the shape of the block, a deviation occurs in the retaining wall to be constructed, which causes structural weakness.

본 발명은 상기 문제점 및 결점을 해결하기 위한 것으로서, 그 주된 목적으로는 옹벽을 축조하기 위한 지반에 연결 설치하여 축조되는 최하단의 옹벽블록을 간편하고 안전하게 지지할 수 있도록 한 옹벽 축조용 기초대를 제공하려는 것이다.The present invention is to solve the above problems and shortcomings, the main purpose is to provide a foundation for retaining wall construction to easily and securely support the bottom retaining wall block to be built by connecting to the ground for building the retaining wall I will.

본 발명의 다른 목적으로는 지반으로부터 안전하게 고정되도록 한 옹벽 축조 용 기초대를 제공하려는 것이다.Another object of the present invention is to provide a foundation for retaining wall construction that is securely fixed from the ground.

상기 목적을 달성하기 위한 본 발명은 옹벽을 축조하기 위한 지반에 시공되어 옹벽블록을 안전하게 지지하기 위한 옹벽 축조용 기초대에 있어서,The present invention for achieving the above object is in the foundation for constructing the retaining wall to secure the retaining wall block is constructed in the ground for the construction of the retaining wall,

상기 옹벽블록이 안착되도록 판 형태로 형성된 본체; 상기 본체에 안착된 옹벽블록의 전후단을 지지하도록 상부면의 전후 선단에 돌출 형성된 전후 지지턱; 상기 전후 지지턱 사이에 상하로 관통 형성된 통공; 및 상기 본체의 좌우단을 연결하기 위한 연결수단; 으로 이루어진다.A main body formed in a plate shape so that the retaining wall block is seated; Front and rear support jaws protruding from the front and rear ends of the upper surface to support the front and rear ends of the retaining wall block seated on the main body; A through hole formed vertically through the front and rear support jaws; Connecting means for connecting left and right ends of the main body; Is done.

이때, 상기 연결수단은 본체의 양측에 수직방향으로 형성되는 좌우 결합공; 이웃하는 상기 좌우 결합공을 연결하기 위한 연결철편; 및 상기 연결철편의 양측을 관통하여 상기 이웃하는 각 결합공에 결합되는 결합볼트;로 이루어진다.At this time, the connecting means is left and right coupling holes formed in the vertical direction on both sides of the main body; A connecting iron piece for connecting the adjacent left and right coupling holes; And coupling bolts passing through both sides of the connecting iron piece and coupled to the adjacent coupling holes.

또한, 상기 본체의 상부면은 전단이 높고 후단이 낮은 기울기로 형성된다.In addition, the upper surface of the main body is formed with a high shear and a low rear end.

또한, 상기 기울기를 갖는 상부면에 대하여 통공과 연결수단이 형성된 일정범위에는 수평단면이 절개 형성된다.In addition, a horizontal cross section is formed in a predetermined range in which the through hole and the connecting means are formed with respect to the upper surface having the slope.

이하, 본 발명의 바람직한 실시예를 첨부된 도면에 의거 구체적으로 살펴본다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명이 적용된 옹벽 축조용 기초대를 도시한 사시도, 도 2는 본 발명이 적용된 옹벽 축조용 기초대를 도시한 단면도, 도 3은 본 발명이 적용된 옹벽 축조용 기초대를 도시한 사용상태도, 도 4는 본 발명이 적용된 옹벽 축조용 기초대를 도시한 시공상태도이다.1 is a perspective view showing a retaining wall foundation base to which the present invention is applied, FIG. 2 is a cross-sectional view showing a retaining wall foundation base to which the present invention is applied, and FIG. 3 shows a use of the retaining wall construction base to which the present invention is applied. 4 is a state diagram showing the construction of the retaining wall foundation base to which the present invention is applied.

본 발명의 옹벽 축조용 기초대는 도 1 내지 도 4에 도시된 바와 같이 크게 판 형태의 본체(100)와 상기 본체의 전후선단에 형성되는 전후 지지턱(120)과 전후 지지턱 사이에 형성되는 통공(140) 및 본체의 좌우단에 형성되는 연결수단으로 구성된다.Retaining wall foundation base of the present invention is a through-hole formed between the front and rear support jaw 120 and the front and rear support jaw formed in the main body 100 having a large plate shape and the front and rear ends of the main body as shown in Figs. 140 and the connecting means formed on the left and right ends of the main body.

한편, 본 발명에서 옹벽을 축조하기 위한 블록의 형태로서 F·P 환경블록을 일 예로서 설명한다.On the other hand, in the present invention, as an example of a block for constructing a retaining wall, an F 占 P environmental block will be described as an example.

이에, 상기 본체(100)는 일정한 판 형태로 형성되는 것으로서, 바람직하게는 F·P 환경블록의 전후 폭 보다 크게 형성되면서 좌우로 적어도 둘 이상의 F·P 환경블록이 안착되도록 형성함이 바람직하다. 또한, 상기 본체(100)의 바닥면은 다져진 지반에 견고하게 안착되도록 평평하게 형성된다.Thus, the main body 100 is formed in a predetermined plate shape, preferably formed larger than the front and rear width of the F · P environmental block is formed so that at least two or more F · P environmental block is seated from side to side. In addition, the bottom surface of the main body 100 is formed flat so as to be firmly seated on the ground.

아울러, 상기 본체(100)의 상부면은 평평하게 형성하여 그 위에 안착되는 F·P 환경블록이 기울어짐 없이 정확하게 안착되도록 하여도 무방하나, 상기 본체(100)의 전단이 높고 후단이 낮은 기울기로 형성하여 안착되는 F·P 환경블록이 후방으로 소정각도 기울어지도록 하는 것이 바람직하다.In addition, the upper surface of the main body 100 may be formed flat so that the F · P environmental block seated thereon may be accurately seated without tilting, but the front end of the main body 100 may have a high inclination and a low rear end. It is preferable that the formed F · P environmental block is inclined backward by a predetermined angle.

상기 전후 지지턱(120)은 상기 본체(100)에 안착된 F·P 환경블록의 전후단을 지지하도록 본체(100)의 상부면에 대하여 그 전후 선단에 돌출 형성된다. 즉, 전후 지지턱(120)에 의해 안착된 최하단의 F·P 환경블록이 상부 하중이나 압력에 의해 전방으로 밀려나거나 후방으로 흘러내리는 것이 방지된다.The front and rear support jaw 120 protrudes from the front and rear ends of the upper surface of the main body 100 so as to support the front and rear ends of the F · P environmental block seated on the main body 100. That is, the bottom F · P environment block seated by the front and rear support jaw 120 is prevented from being pushed forward or flowing backward by the upper load or pressure.

상기 통공(140)은 상기 전후 지지턱(120) 사이에 본체(100)를 상하로 관통하여 형성된다. 이와 같은 통공(140)은 좌우 방향으로 길게 형성된 장공의 형태로서 적어도 하나 이상 형성되는 것이 바람직하다. 이때, 상기 통공(140)은 상측의 수분이 지반으로 원활하게 흡수되도록 함과 아울러, 그 내부에 충진된 토사를 통해 지반으로부터 밀려나거나 유동되는 것을 방지하도록 구성된다.The through hole 140 is formed to penetrate the body 100 vertically between the front and rear support jaw 120. Such a through-hole 140 is preferably formed at least one or more in the form of a long hole formed in the left and right directions. At this time, the through hole 140 is configured to prevent the moisture of the upper side to be smoothly absorbed into the ground, and to be pushed out of the ground or flow through the soil filled in the inside.

상기 연결수단은 상기 본체(100)의 좌우단을 연결하기 위한 것으로서, 결합돌기 및 결합홈 또는 일정길이의 핀 및 고정홈과 같은 다양한 형태로 제공할 수 있겠으나, 도면에 도시된 바와 같이 본체(100)의 양측에 수직방향으로 좌우 결합공(160)을 형성하고 상기 이웃하는 좌우 결합공(160)을 연결하기 위한 연결철편(162)을 구비한 상태에서 결합볼트(164)를 사용해 상기 연결철편(162)의 양측과 이웃하는 각 결합공(160)을 결합하는 것이 바람직하다.The connecting means is for connecting the left and right ends of the main body 100, but may be provided in various forms such as coupling protrusions and coupling grooves or pins and fixing grooves of a predetermined length, as shown in the main body ( Forming the left and right coupling holes 160 in the vertical direction on both sides of the 100 and having the connecting iron piece 162 for connecting the neighboring left and right coupling holes 160 using the coupling bolt 164 using the connecting iron piece It is preferable to couple each coupling hole 160 adjacent to both sides of the (162).

또한, 상기 기울기를 갖는 상부면에는 상기 통공(140)과 연결수단이 형성된 일정범위의 전후 폭 상에 수평단면(180)이 절개 형성된다. 이때, 상기 수평단면(180)은 상기 기초대의 상단과 F·P 환경블록의 하단 사이에 일정한 공간을 형성하기 때문에 상기 F·P 환경블록 바닥의 통수구를 통해 본 발명의 기초대 중앙에 형성된 통공으로 원활한 배수가 이루어지도록 하거나, 옹벽을 축조시 기초대의 상단과 F·P 환경블록의 하단 사이에 접촉면적을 줄여 자갈과 같은 이물질에 의해 불안정하게 축조되는 것을 방지한다. 아울러, 상기 F·P 환경블록이 하천에 축조되는 경우에는 상기 수평단면(180)을 통해 작은 수중생물들이 이동하거나 서식할 수 있는 공간이 확보된다.In addition, a horizontal cross-section 180 is formed on the upper surface having the inclination on the front and rear widths of a predetermined range in which the through hole 140 and the connecting means are formed. At this time, the horizontal cross section 180 forms a constant space between the upper end of the base and the lower end of the F · P environmental block through the hole in the bottom of the F · P environmental block through the hole formed in the center of the base of the present invention In order to ensure a smooth drainage, or to reduce the contact area between the top of the foundation and the bottom of the F · P environmental block when building the retaining wall to prevent unstable construction by foreign matter such as gravel. In addition, when the F · P environmental block is constructed in the river, a space for moving or inhabiting small aquatic organisms is secured through the horizontal cross-section 180.

이와 같이 구성된 본 발명의 옹벽 축조용 기초대에 의하면 먼저, 옹벽을 축조하기 위한 지반을 단단하게 다진 후에 다져진 지반 상에 기초대를 좌우 밀착시키 면서 연결수단을 통해 좌우 견고하게 연결한다.According to the retaining wall construction base of the present invention configured as described above, first, the ground for building the retaining wall is firmly chopped and then firmly connected to the left and right through the connecting means while closely contacting the foundation on the ground.

상기 연결된 기초대의 통공(140)에는 흙이나 모래 등을 채운 후 단단하게 다지거나, 지지핀을 박아서 기초대가 지반으로부터 움직이지 않도록 고정한다.The through-hole 140 of the connected base is filled with dirt or sand and then firmly chopped, or fixed with a support pin so that the base does not move from the ground.

이와 같이 기초대의 연결 및 고정하는 작업이 이루어지면서 그 위에 상기 F·P 환경블록의 전단과 후단이 전후 지지턱(120)에 걸리도록 안착시킴으로써 F·P 환경블록을 안전하고 견고하게 지지한다.In this way, while the connection and fixing of the foundation is made, the front and rear ends of the F · P environmental block are seated on the front and rear support jaw 120 so as to securely and firmly support the F · P environmental block.

이상 살펴본 바와 같은 본 발명은 도면에 도시된 일 실시예를 참고로 설명되었으나 이는 예시적인 것에 불과하며, 본 기술 분야의 통상의 지식을 가진 자라면 이로부터 다양한 변형 및 균등한 타 실시예가 가능하다는 점을 이해할 것이다. 따라서 본 발명의 진정한 기술적인 보호 범위는 첨부된 청구범위의 기술적 사상에 의해 정해져야 할 것이다.Although the present invention as described above has been described with reference to one embodiment shown in the drawings, this is merely exemplary, and those skilled in the art may various modifications and other equivalent embodiments therefrom. Will understand. Therefore, the true technical protection scope of the present invention will be defined by the technical spirit of the appended claims.

이상 살펴본 바와 같이 본 발명의 옹벽 축조용 기초대에 의하면 옹벽을 축조하기 위한 지반에 연결 설치하여 축조되는 최하단의 옹벽블록을 간편하고 안전하게 지지할 수 있으므로, 작업능률의 향상과 공기의 단축은 물론이고 시공된 옹벽의 안정성이 크게 향상되는 매우 유용한 효과가 발휘된다.As described above, according to the foundation for retaining wall construction according to the present invention, it is possible to easily and safely support the lower retaining wall block that is connected and installed on the ground for constructing the retaining wall, thereby improving work efficiency and shortening air. A very useful effect is achieved in which the stability of the constructed retaining wall is greatly improved.

Claims (4)

옹벽을 축조하기 위한 지반에 시공되어 옹벽블록을 안전하게 지지하기 위한 옹벽 축조용 기초대에 있어서,In the foundation for retaining wall construction to secure the retaining wall block is constructed in the ground for the construction of the retaining wall, 상기 옹벽블록이 안착되도록 판 형태로 형성하되, 그 상부면은 전단이 높고 후단이 낮은 기울기를 가지면서 상기 전단과 후단 사이의 일정범위에는 수평단면이 절개 형성된 본체;The main body is formed in a plate shape so that the retaining wall block is seated, the upper surface has a high front end and the rear end has a low inclination while the horizontal section is formed in a predetermined range between the front end and the rear end; 상기 본체에 안착된 옹벽블록의 전후단을 지지하도록 상부면의 전후 선단에 돌출 형성된 전후 지지턱;Front and rear support jaws protruding from the front and rear ends of the upper surface to support the front and rear ends of the retaining wall block seated on the main body; 상기 전후 지지턱 사이의 수평단면 상에 상하로 관통 형성된 통공; 및A through hole formed vertically through a horizontal section between the front and rear support jaws; And 상기 본체의 이웃하는 좌우단을 연결할 수 있도록 본체의 좌우 양측에 수직방향으로 결합공을 형성하면서 상기 좌우 결합공을 연결하기 위한 연결철편과 상기 연결철편의 양측을 관통하여 상기 이웃하는 각 결합공에 결합하기 위한 결합볼트를 포함하여 형성된 연결수단; 으로 이루어진 것을 특징으로 하는 옹벽 축조용 기초대.The coupling iron piece for connecting the left and right coupling hole and the coupling iron piece for connecting the left and right coupling hole in the vertical direction so as to connect the neighboring left and right ends of the main body to each adjacent coupling hole Connecting means including a coupling bolt for coupling; Retaining wall building foundation, characterized in that consisting of. 삭제delete 삭제delete 삭제delete
KR1020060084154A 2006-09-01 2006-09-01 Base panel for revetment structure KR100776773B1 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200235115Y1 (en) 2001-03-30 2001-10-10 주식회사 한국항만기술단 Prefab retaining wall
KR100537957B1 (en) 2005-09-14 2005-12-20 (주)청우종합건축사사무소 Retaining wall structure for pleasant environment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200235115Y1 (en) 2001-03-30 2001-10-10 주식회사 한국항만기술단 Prefab retaining wall
KR100537957B1 (en) 2005-09-14 2005-12-20 (주)청우종합건축사사무소 Retaining wall structure for pleasant environment

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