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KR100987126B1 - Surface member for vegetation retaining wall and vegetation retaining wall using the same - Google Patents

Surface member for vegetation retaining wall and vegetation retaining wall using the same Download PDF

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Publication number
KR100987126B1
KR100987126B1 KR1020080021103A KR20080021103A KR100987126B1 KR 100987126 B1 KR100987126 B1 KR 100987126B1 KR 1020080021103 A KR1020080021103 A KR 1020080021103A KR 20080021103 A KR20080021103 A KR 20080021103A KR 100987126 B1 KR100987126 B1 KR 100987126B1
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retaining wall
vegetation retaining
anchor
coupled
coupling
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KR20090095884A (en
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박병영
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레이코엔지니어링 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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • A—HUMAN NECESSITIES
    • A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/022—Pots for vertical horticulture
    • A01G9/025—Containers and elements for greening walls
    • 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
    • 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

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental Sciences (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

본 발명은 복수의 조합에 의해 심부에 식생공(1)이 형성된 식생옹벽을 형성하는 표면부재에 관한 것으로서, 심부에 상기 식생공(1)이 형성되도록, 간격을 두고 양측에 설치된 측면지지부(100); 측면지지부(100)의 사이에 설치된 토사유출방지부재(200); 측면지지부(100)의 하단에 결합한 기초지지부(110); 배후토사에 매립된 앵커(10)와 결합하는 앵커결합부(300);를 포함하는 구조를 제시함으로써, 시공의 용이성, 미적 외관의 우수성뿐만 아니라, 구조적 안정성까지 충분히 확보할 수 있도록 한다.The present invention relates to a surface member for forming a vegetation retaining wall in which a vegetation hole (1) is formed in a core by a plurality of combinations. ); Soil leakage preventing member 200 installed between the side support portion 100; A base support part 110 coupled to the bottom of the side support part 100; By presenting a structure comprising a; anchor coupling portion 300 coupled to the anchor 10 embedded in the rearing soil, not only the ease of construction, excellent aesthetic appearance, but also to ensure sufficient structural stability.

옹벽, 식생, 표면부재, 앵커 Retaining wall, vegetation, surface member, anchor

Description

식생옹벽용 표면부재 및 이를 이용한 식생옹벽{COVER MEMBER AND RETAINING WALL FOR PLANTING USING THE SAME}Surface member for vegetation retaining wall and vegetation retaining wall using same {COVER MEMBER AND RETAINING WALL FOR PLANTING USING THE SAME}

본 발명은 식생옹벽에 관한 것으로서, 상세하게는, 배후토사의 붕괴를 방지하는 구조물인 옹벽의 전면에 식물이 성장할 수 있는 구조를 형성하여 자연친화력 및 미관의 향상을 도모할 수 있도록 하는 구조에 관한 것이다.The present invention relates to a vegetation retaining wall, and more particularly, to a structure capable of improving the natural affinity and aesthetics by forming a structure in which plants can grow on the front surface of the retaining wall, which is a structure that prevents the collapse of the earth and sand. will be.

'식생'이란 나무가 심어진 상태를 말하고, '녹생'이란 잔디 등 풀이 심어진 상태를 말하는 것이 일반적인데, 이하에서는 상기 '녹생'을 포함하는 개념으로서 '식생'을 사용하고자 한다.The term 'vegetation' refers to a state in which trees are planted, and 'greenness' refers to a state in which grass, such as grass, is planted. Hereinafter, 'vegetation' is used as a concept including the 'greenness'.

옹벽이란, 배후토사의 토압력(土壓力)에 저항하여 흙이 무너지지 못하게 만든 벽체(壁體) 구조물을 말하는 것으로서, 경사지에 타 구조물의 건설을 위한 대지의 조성, 용수로나 하천 부근에서 붕괴의 주원인이 되는 토사 유출의 방지, 아파트 단지 조성, 사면의 안정성 확보 등의 목적으로 시공되는 것이 일반적이다.Retaining wall refers to a wall structure that prevents soil from collapsing due to earth pressure of the earth and sand. It is common to be constructed for the purpose of preventing the leakage of sediment, building an apartment complex, ensuring the stability of the slope.

이러한 옹벽은 콘크리트 등의 재질에 의해 일체형으로 설치되는 일체식, 블럭 등의 재료에 의해 축조식으로 설치되는 조적식으로 크게 나누어 볼 수 있으며, 어떠한 구조를 선택하는가에 따라 옹벽의 전면에 나타나는 외관이 달라진다.These retaining walls can be broadly divided into one-piece installations that are integrally installed by materials such as concrete, and masonry installations that are installed by construction such as blocks, and the appearance that appears on the front of the retaining walls depends on which structure is selected. Different.

최근, 시공의 용이성, 미적 외관의 우수성 등의 이유로 후자의 구조가 널리 채택되고 있으나, 나아가 구조적 안정성까지 충분히 확보한 구조에 관하여는 아직 연구가 필요한 것으로 지적되고 있는 실정이다.Recently, the latter structure has been widely adopted for reasons of ease of construction, excellence in aesthetic appearance, etc. However, it is pointed out that research is still required regarding the structure that sufficiently secures structural stability.

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로서, 시공의 용이성, 미적 외관의 우수성뿐만 아니라, 구조적 안정성까지 충분히 확보할 수 있도록 하는 식생옹벽용 표면부재 및 이를 이용한 식생옹벽을 제시하는 것을 그 목적으로 한다.The present invention has been made to solve the above problems, and to provide a vegetation retaining wall surface member and a vegetation retaining wall using the same to ensure the structural stability as well as the ease of construction, excellence of aesthetic appearance, The purpose.

본 발명은 상술한 바와 같은 목적을 달성하기 위하여, 복수의 조합에 의해 심부에 식생공(1)이 형성된 식생옹벽을 형성하는 표면부재에 있어서, 심부에 상기 식생공(1)이 형성되도록, 간격을 두고 양측에 설치된 측면지지부(100); 상기 측면지지부(100)의 사이에 설치된 토사유출방지부재(200); 상기 측면지지부(100)의 하단에 결합한 기초지지부(110); 배후토사에 매립된 앵커(10)와 결합하는 앵커결합부(300);를 포함하는 식생옹벽용 표면부재를 제시한다.The present invention provides a surface member for forming a vegetation retaining wall in which a vegetation hole (1) is formed in a core by a plurality of combinations, so that the vegetation hole (1) is formed in a core. Side support portion 100 is installed on both sides with the; Soil outflow prevention member 200 installed between the side support portion 100; A base support part 110 coupled to a lower end of the side support part 100; Presenting a surface member for a vegetation retaining wall comprising a; anchor coupling portion 300 coupled to the anchor 10 embedded in the rear soil.

상기 앵커결합부(300)는 상기 측면지지부(100)와 결합하는 표면부재 결합부(310); 상기 표면부재 결합부(310)에서 연장형성됨과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(321)이 형성된 보강재 결합부(320);를 포함하는 것이 바람직하다.The anchor coupling portion 300 is a surface member coupling portion 310 for coupling with the side support portion 100; Stiffener coupling portion 320 is formed extending from the surface member coupling portion 310, the reinforcing member coupling hole 321 is formed in the core portion so that the reinforcing material 20 connected to the anchor 10 is coupled to the anchor member 10; Do.

상기 표면부재 결합부(310)는 수직방향으로 형성되고, 상기 보강재 결합부(320)는 수평방향으로 형성된 것이 바람직하다.The surface member coupling portion 310 is formed in the vertical direction, the reinforcing material coupling portion 320 is preferably formed in the horizontal direction.

상기 토사유출방지부재(200)는 상하방향으로 복수가 설치된 것이 바람직하 다.The soil leakage prevention member 200 is preferably a plurality is installed in the vertical direction.

상기 앵커결합부(300)는 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 상기 토사유출방지부재(200)의 심부에 형성된 보강재 결합공(330)을 포함하는 것이 바람직하다.The anchor coupling portion 300 preferably includes a reinforcing member coupling hole 330 formed in the core portion of the earth leakage prevention member 200 to couple the reinforcing member 20 connected to the anchor 10.

상기 앵커결합부(300)는 상기 토사유출방지부재(200)에 결합함과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(341)이 형성된 토사유출방지부재 결합부(340)를 포함하는 것이 바람직하다.The anchor coupling part 300 is coupled to the soil leakage prevention member 200, and the soil leakage prevention member having a reinforcing member coupling hole 341 formed in the core to couple the reinforcement 20 connected to the anchor 10. It is preferable to include a coupling portion 340.

상기 앵커결합부(300)는 상기 복수의 토사유출방지부재(200)에 상하방향으로 결합한 중간지지부(120); 상기 중간지지부(120)에 결합함과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(351)이 형성된 중간앵커결합부(350);를 더 포함하는 것이 바람직하다.The anchor coupling portion 300 is an intermediate support portion 120 coupled to the plurality of soil discharge prevention member 200 in the vertical direction; In addition to the intermediate support portion 120, the intermediate anchor coupling portion 350 is formed with a reinforcing material coupling hole 351 in the core portion to be coupled to the reinforcing material 20 connected to the anchor 10; Do.

상기 토사유출방지부재(200)는 심부에 관통공(201)이 형성되고, 상기 중간지지부(120)는 상기 관통공(201)을 관통하여 결합한 것이 바람직하다.The soil leakage preventing member 200 is a through hole 201 is formed in the core, the intermediate support portion 120 is preferably coupled through the through hole 201.

상기 중간앵커결합부(350)에는 심부에 중간지지부 결합공(352)이 형성되고, 상기 중간지지부(120)가 상기 중간지지부 결합공(352)을 관통하여 결합하도록, 수평방향으로 설치된 것이 바람직하다.Intermediate support portion coupling hole 352 is formed in the center anchor coupling portion 350, the intermediate support portion 120 is preferably installed in a horizontal direction so as to pass through the intermediate support portion coupling hole 352. .

상기 토사유출방지부재(200)는 전방으로부터 후방을 향하여 하향경사를 갖도록 형성된 경사판(210)을 포함하는 것이 바람직하다.The soil leakage prevention member 200 preferably includes an inclined plate 210 formed to have a downward slope from the front to the rear.

상기 측면지지부(100)는 판 구조이고, 상기 복수의 토사유출방지부재(200)는 상기 측면지지부(100)의 내면에 일체로 결합한 것이 바람직하다.The side support portion 100 is a plate structure, it is preferable that the plurality of soil leakage prevention member 200 is integrally coupled to the inner surface of the side support portion 100.

상기 토사유출방지부재(200)는 상기 경사판(210)의 상단으로부터 상측으로 연장형성된 수직판(220)을 더 구비한 것이 바람직하다.The soil leakage preventing member 200 preferably further includes a vertical plate 220 extending upward from an upper end of the inclined plate 210.

상기 복수의 토사유출방지부재(200)의 경사판(210)의 하단 심부에는 배면지지부(130)가 결합한 것이 바람직하다.The bottom support portion 130 is preferably coupled to the lower core portion of the inclined plate 210 of the plurality of soil leakage preventing members 200.

상기 배면지지부(130)는 폭이 좁은 판 구조이고, 상기 복수의 토사유출방지부재(200)는 상기 배면지지부(130)의 정면에 일체로 결합한 것이 바람직하다.The back support 130 is a narrow plate structure, it is preferable that the plurality of soil leakage prevention member 200 is integrally coupled to the front of the back support 130.

상기 기초지지부(110)는 인접하여 설치되는 타 식생옹벽용 표면부재의 측면지지부(100a)와 상기 측면지지부(100)에 공통으로 결합하는 것이 바람직하다.The base support 110 is preferably coupled in common to the side support portion 100a and the side support portion 100 of the other vegetation retaining wall surface member is installed adjacently.

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 앵커결합부(300)의 보강재 결합공(321)에 결합한 것을 특징으로 하는 식생옹벽을 제시한다.The present invention is another means for achieving the above object, the reinforcing material 20 is connected to the anchor 10 is formed in a b-shaped bending structure, at least one of the reinforcing material 20 is a plurality of the anchor coupling portion ( Vegetation retaining wall is characterized in that coupled to the reinforcing material coupling hole 321 of 300).

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 토사유출방지부재(200)의 보강재 결합공(330)에 결합한 것을 특징으로 하는 식생옹벽을 제시한다.The present invention is another means for achieving the above object, the reinforcing material 20 is connected to the anchor 10 is formed in a b-shaped bending structure, at least one of the reinforcing material 20 is a plurality of soil leakage prevention member Presents a vegetation retaining wall, characterized in that coupled to the reinforcing member coupling hole 330 of (200).

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 토사유출방지부재 결합부(340)의 보강재 결합공(341)에 결합한 것을 특징으로 하는 식생옹벽을 제시한다.The present invention is another means for achieving the above object, the reinforcing material 20 is connected to the anchor 10 is formed in a b-shaped bending structure, at least one of the reinforcing material 20 is a plurality of soil leakage prevention member The vegetation retaining wall is characterized in that coupled to the reinforcing material coupling hole 341 of the coupling portion 340.

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 중간앵커결합부(350)의 보강재 결합공(351)에 결합한 것을 특징으로 하는 식생옹벽을 제시한다.The present invention is another means for achieving the above object, the reinforcement 20 is connected to the anchor 10 is formed of a bent structure, at least one of the reinforcement 20 is a plurality of the intermediate anchor coupling portion The vegetation retaining wall is characterized in that it is coupled to the reinforcing material coupling hole 351 of 350.

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 표면부재 결합부(310)는 인접하여 설치되는 타 식생옹벽용 표면부재의 측면지지부(100a)와 상기 측면지지부(100)에 공통으로 결합하는 것을 특징으로 하는 식생옹벽을 제시한다.The present invention is another means for achieving the above object, the surface member coupling portion 310 is commonly coupled to the side support portion 100a and the side support portion 100 of the other vegetation retaining wall surface member is installed adjacently It presents a vegetation retaining wall characterized in that.

본 발명은 시공의 용이성, 미적 외관의 우수성뿐만 아니라, 구조적 안정성까지 충분히 확보할 수 있도록 하는 식생옹벽용 표면부재 및 이를 이용한 식생옹벽을 제시한다.The present invention proposes a vegetation retaining wall surface member and a vegetation retaining wall using the same to ensure sufficient structural stability as well as ease of construction and superior aesthetic appearance.

이하, 첨부도면을 참조하여 본 발명의 실시예에 관하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1 이하에 도시된 바와 같이, 본 발명은 복수의 조합에 의해 심부에 식생공(1)이 형성된 식생옹벽을 형성하는 표면부재에 관한 것으로서, 심부에 상기 식생공(1)이 형성되도록, 간격을 두고 양측에 설치된 측면지지부(100); 측면지지부(100)의 사이에 설치된 토사유출방지부재(200); 측면지지부(100)의 하단에 결합한 기초지지부(110); 배후토사에 매립된 앵커(10)와 결합하는 앵커결합부(300);를 포함하여 구성된다.As shown in FIG. 1 or less, the present invention relates to a surface member for forming a vegetation retaining wall in which a vegetation hole (1) is formed in a core by a plurality of combinations, wherein the vegetation hole (1) is formed in a core. Side support portion 100 is installed on both sides with the; Soil leakage preventing member 200 installed between the side support portion 100; A base support part 110 coupled to the bottom of the side support part 100; It is configured to include; anchor anchoring portion 300 to engage with the anchor 10 embedded in the rear soil.

이는 토사유출방지부재(200)에 의해 식생공(1)을 통한 토사유출을 방지하고, 기초지지부(110)에 의해 저면에 지지되며, 앵커결합부(300)에 의해 배후토사의 앵커(10)와 결합하여 후방으로 지지되므로, 이러한 구조의 표면부재를 좌우방향 또는 상하방향으로 결합함으로써, 구조적 안정성이 우수한 옹벽을 용이하게 시공할 수 있다는 장점이 있다.This prevents the outflow of soil through the vegetation hole 1 by the soil leakage preventing member 200, and is supported on the bottom by the base support 110, and the anchor 10 of the rear soil layer by the anchor coupling part 300. Since it is supported in combination with the rear, by combining the surface member of the structure in the left and right or up and down direction, there is an advantage that the retaining wall excellent in structural stability can be easily constructed.

이하, 앵커결합부(300)의 구체적 실시예에 관하여 설명한다.Hereinafter, a specific embodiment of the anchor coupling portion 300 will be described.

도 1 내지 3은 앵커결합부(300)의 제1실시예를 도시한 것이다.1 to 3 show a first embodiment of the anchor coupling portion 300.

이는 측면지지부(100)와 결합하는 표면부재 결합부(310); 표면부재 결합부(310)에서 연장형성됨과 아울러, 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(321)이 형성된 보강재 결합부(320);를 포함하여 구성된다.It is a surface member coupling portion 310 for coupling with the side support portion 100; And a reinforcement coupler 320 having a reinforcement coupling hole 321 formed in the core portion such that the reinforcement 20 connected to the anchor 10 is coupled to the surface member coupling portion 310.

즉, 앵커결합부(300)가 표면부재 결합부(310)와 보강재 결합부(320)에 의해 구성되도록 함으로써, 표면부재와의 결합 및 보강재와의 결합을 용이하고 안정적으로 이룰 수 있도록 한 것이다.That is, the anchor coupling portion 300 is to be configured by the surface member coupling portion 310 and the reinforcing member coupling portion 320, so that the coupling with the surface member and the coupling with the reinforcing material can be easily and stably achieved.

여기서, 표면부재 결합부(310)가 수직방향으로 형성되고, 보강재 결합부(320)는 수평방향으로 형성된 구성을 취하는 경우, 도 2,3에 도시된 바와 같이, ㄱ자로 절곡된 보강재(20)를 보강재 결합공(321)에 삽입함으로써, 결합을 용이하고 안정적으로 이룰 수 있다는 효과를 얻을 수 있다.Here, when the surface member coupling portion 310 is formed in the vertical direction, and the reinforcing member coupling portion 320 has a configuration formed in the horizontal direction, as shown in Figs. By inserting into the reinforcing material coupling hole 321, it is possible to obtain the effect that the coupling can be easily and stably achieved.

나아가, 이 경우 하나의 보강재(20)가 복수의 앵커결합부(300)의 보강재 결합공(321)에 결합한 구조를 취할 수 있으므로, 경제적이면서도 더욱 우수한 구조적 안정성을 얻을 수 있다는 효과가 추가된다.Furthermore, in this case, since one reinforcing material 20 may take a structure coupled to the reinforcing material coupling hole 321 of the plurality of anchor coupling portions 300, the effect that economical and superior structural stability can be obtained is added.

도 4는 앵커결합부(300)의 제2실시예를 도시한 것이다.Figure 4 shows a second embodiment of the anchor coupling portion 300.

이는 토사유출방지부재(200)가 상하방향으로 복수 설치된 구조를 전제로 하여, 앵커(10)에 연결된 보강재(20)가 결합하도록 토사유출방지부재(200)의 심부에 보강재 결합공(330)이 형성된 구조에 관한 것이다.This is based on the premise that a plurality of soil leakage preventing member 200 is installed in the vertical direction, the reinforcing member coupling hole 330 in the core of the soil leakage preventing member 200 is coupled to the reinforcement 20 connected to the anchor 10 It relates to the formed structure.

본 실시예는 제1실시예에 비해, 구조적 안정성은 다소 떨어지나, 별도의 표면부재 결합부(310), 보강재 결합부(320) 등의 부재 없이도 간편한 시공이 가능하다는 장점이 있다.Compared to the first embodiment, the present embodiment has a somewhat inferior structural stability, but there is an advantage that a simple construction can be performed without a member such as a separate surface member coupling part 310 and a reinforcing material coupling part 320.

이 경우에도, 하나의 보강재(20)가 복수의 토사유출방지부재(200)의 보강재 결합공(330)에 결합한 구조를 취할 수 있으므로, 경제적이면서도 더욱 우수한 구조적 안정성을 얻을 수 있다는 효과가 추가된다.Even in this case, since one reinforcing material 20 can take a structure coupled to the reinforcing material coupling hole 330 of the plurality of soil discharge preventing members 200, the effect that economical and superior structural stability can be obtained is added.

도 5는 앵커결합부(300)의 제3실시예를 도시한 것이다.Figure 5 shows a third embodiment of the anchor coupling portion 300.

이는 토사유출방지부재(200)에 결합함과 아울러, 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(341)이 형성된 토사유출방지부재 결합부(340)를 포함하는 구성에 관한 것이다.It is coupled to the soil outflow prevention member 200, and comprises a soil outflow prevention member coupling portion 340 formed with a reinforcing material coupling hole 341 in the core to couple the reinforcement 20 connected to the anchor (10). It is about.

위 제2실시예의 경우, 토사유출방지부재(200)의 보강재 결합공(330)에 응력집중이 발생하는바, 본 실시예는 이를 방지하고자 별도의 토사유출방지부재 결합부(340)가 토사유출방지부재(200)에 결합한 구성을 취한 것이다.In the case of the second embodiment, the stress concentration occurs in the reinforcing member coupling hole 330 of the soil leakage prevention member 200, this embodiment is a separate soil leakage prevention member coupling portion 340 to prevent the soil leakage. It takes a configuration coupled to the prevention member (200).

이 경우에도, 하나의 보강재(20)가 복수의 토사유출방지부재 결합부(340)의 보강재 결합공(341)에 결합한 구조를 취할 수 있으므로, 경제적이면서도 더욱 우수한 구조적 안정성을 얻을 수 있다는 효과가 추가된다.Even in this case, since one reinforcing material 20 can take a structure in which the reinforcing material coupling hole 341 of the plurality of soil discharge preventing member coupling parts 340 is combined, an effect of economical and superior structural stability can be obtained. do.

도 6은 앵커결합부(300)의 제4실시예를 도시한 것이다.Figure 6 shows a fourth embodiment of the anchor coupling portion 300.

이는 복수의 토사유출방지부재(200)에 상하방향으로 결합한 중간지지부(120); 중간지지부(120)에 결합함과 아울러, 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(351)이 형성된 중간앵커결합부(350);를 포함하여 구성된다.It is an intermediate support portion 120 coupled to the plurality of soil leakage preventing member 200 in the vertical direction; It is coupled to the intermediate support portion 120, the middle anchor coupling portion 350 is formed with a reinforcing material coupling hole 351 to the core portion so that the reinforcing material 20 connected to the anchor 10 is coupled.

본 실시예는 위 실시예들과 관계없이 표면부재에 독자적으로 적용될 수도 있으나, 위 제1실시예와 함께 적용되는 경우, 더욱 우수한 구조적 안정성을 얻을 수 있도록 한다.This embodiment may be applied to the surface member independently irrespective of the above embodiments, but when applied in conjunction with the first embodiment, it is possible to obtain more excellent structural stability.

중간지지부(120)와 토사유출방지부재(200)의 결합구조는 다양한 예가 적용될 수 있겠으나, 도 6에 도시된 바와 같이, 토사유출방지부재(200)의 심부에 관통공(201)이 형성되고, 중간지지부(120)가 그 관통공(201)을 관통하여 결합한 구성을 취하는 것이 시공의 용이성, 구조적 안정성 측면에서 모두 바람직하다.Coupling structure of the intermediate support portion 120 and the soil leakage prevention member 200 may be applied to various examples, as shown in Figure 6, through hole 201 is formed in the core of the soil leakage prevention member 200 In addition, it is preferable in terms of ease of construction and structural stability that the intermediate support portion 120 has a configuration in which the through hole 201 is coupled to each other.

중간앵커결합부(350)와 중간지지부(120)의 결합구조 또한 다양한 예가 적용될 수 있겠으나, 도 6에 도시된 바와 같이, 중간앵커결합부(350)의 심부에 중간지지부 결합공(352)이 형성되고, 중간지지부(120)가 중간지지부 결합공(352)을 관통하여 결합하도록, 수평방향으로 설치된 구조를 취하는 것이 구조의 통일성 측면에서 바람직하다.Although the coupling structure of the intermediate anchor coupling portion 350 and the intermediate support portion 120 may also be applied to various examples, as shown in FIG. 6, the intermediate support coupling hole 352 is formed at the core of the intermediate anchor coupling portion 350. It is preferable to take the structure formed in the horizontal direction so that the intermediate support portion 120 penetrates through the intermediate support portion coupling hole 352, in terms of unity of the structure.

이 경우에도, 하나의 보강재(20)가 복수의 중간앵커결합부(350)의 보강재 결합공(351)에 결합한 구조를 취할 수 있으므로, 경제적이면서도 더욱 우수한 구조적 안정성을 얻을 수 있다는 효과가 추가된다.Also in this case, since one reinforcing material 20 can take a structure coupled to the reinforcing material coupling hole 351 of the plurality of intermediate anchor coupling portion 350, the effect that economical and excellent structural stability can be obtained.

이하, 타 구성요소에 관한 실시예에 대하여 설명한다.Hereinafter, the Example regarding other components is demonstrated.

본 발명에 의한 표면부재의 토사유출방지부재(200)는 식생공(1)을 통한 배후토사의 유출을 방지하고, 적절한 크기의 식생공간을 확보하도록 하는 역할을 수행한다.The soil leakage prevention member 200 of the surface member according to the present invention serves to prevent the outflow of the rear soil sediment through the vegetation hole (1), and to secure a vegetation space of an appropriate size.

옹벽(100)의 심부에 식생공(1)이 형성된 경우, 그 식생공(1)의 단면의 크기가 일정 정도를 초과하기 전까지는 별도의 구조가 첨가되지 않더라도 배후토사가 식생공(1)을 통해 유출되지 않는데, 이를 소일 아칭(soil arching) 효과라 한다(도 9 참조).When the vegetation hole 1 is formed in the core of the retaining wall 100, the rear soil soil may not be added to the vegetation hole 1 even if a separate structure is not added until the size of the cross section of the vegetation hole 1 exceeds a certain degree. It does not leak through, which is called a soil arching effect (see FIG. 9).

이는 식생공(1) 후방의 토사 중, 상부영역의 토사와 하부영역의 토사 상호간의 마찰력이 토압력에 비해 크게 작용하기 때문이며, 식생공(1)의 크기가 일정 한도를 초과하면 소일 아칭 효과에 불구하고 토압력에 의해 배후토사의 유출이 시작된다.This is because the frictional force between the earth and sand in the upper region and the soil in the lower region is greater than the earth pressure. So, if the size of the vegetation hole 1 exceeds a certain limit, the soil arching effect Nevertheless, the sediment pressure causes the outflow of the rearing soil.

본 발명에 있어서 토사유출방지부재(200)는 이와 같이 식생공(1)의 크기를 일정 한도 이하로 제한함으로써, 토사의 유출이 방지되도록 하는 역할을 수행한다(도 10 참조).In the present invention, the earth and sand leak prevention member 200 serves to prevent the outflow of earth and sand by limiting the size of the vegetation hole (1) to a predetermined limit or less in this way (see Fig. 10).

토사유출방지부재(200)의 경사판(210)은 전방으로부터 후방을 향하여 하향경사를 갖도록 설치되는데, 이는 식생공(1)의 상부 영역을 통해 외부로 유출되고자 하는 토사가 경사판(210)의 상향경사(배후토사측에서 전방을 향하여 볼 때)에 의해 저지되도록 하는 효과를 얻도록 한다.The inclined plate 210 of the soil leakage preventing member 200 is installed to have a downward slope from the front to the rear, which is to be discharged to the outside through the upper region of the vegetation hole (1) upward slope of the inclined plate 210 Effect is to be prevented by (seeing forward from the rear side).

토사유출방지부재(200)의 수직판(220)은 위 경사판(210)과 일체로 결합하여 강성을 부여하므로, 배후토사의 토압에 의한 경사판(210)의 변형, 손상 등을 방지할 수 있도록 한다.The vertical plate 220 of the earth and sand leakage preventing member 200 is coupled to the upper inclined plate 210 integrally to provide rigidity, thereby preventing deformation, damage, etc. of the inclined plate 210 due to earth pressure of the rear soil. .

즉, 토사유출방지부재(200)가 일반적인 판상 구조를 취하는 경우, 토압에 의한 휨 및 비틀림 현상이 발생할 수 있을 것이나, 본 발명과 같이 토사유출방지부재(200)가 경사판(210), 수직판(220)에 의해 형성되고, 이것이 측면지지부(100)의 내면에 일체로 결합하는 경우, 전체구조의 강성이 극대화하여 위와 같은 휨 및 비틀림 현상을 방지할 수 있는 것이다.That is, when the soil leakage preventing member 200 takes a general plate-like structure, bending and torsion may occur due to earth pressure, but the soil leakage preventing member 200 may be inclined plate 210 and a vertical plate (as in the present invention). 220 is formed by, and when it is integrally coupled to the inner surface of the side support portion 100, the rigidity of the entire structure is maximized to prevent the bending and torsional phenomenon as described above.

토사유출방지부재(200)는 표면부재마다 하나씩 설치될 수도 있으나, 복수가 설치되는 것이 시공의 용이성, 구조의 안정성 측면에서 더욱 바람직하다.The soil leakage preventing member 200 may be provided one by one for each surface member, but it is more preferable in view of ease of construction and stability of the structure.

토사유출방지부재(200)와 측면지지부(100)의 결합구조는 다양한 예에 의해 구현될 수 있겠으나, 도 7에 도시된 바와 같이, 측면지지부(100)가 판 구조를 취하고, 복수의 토사유출방지부재(200)가 측면지지부(100)의 내면에 일체로 결합한 구조를 취하는 것이 전체 체적을 줄이면서도 강성을 증대할 수 있다는 측면에서 바람직하다.Coupling structure of the soil leakage preventing member 200 and the side support portion 100 may be implemented by various examples, as shown in Figure 7, the side support portion 100 takes a plate structure, a plurality of soil leakage Taking the structure in which the prevention member 200 is integrally coupled to the inner surface of the side support part 100 is preferable in terms of increasing the rigidity while reducing the overall volume.

이러한 효과는 위 구조의 표면부재를 강재에 의해 형성하는 경우, 더욱 극대화하여 얻을 수 있다.Such an effect can be further maximized when the surface member of the above structure is formed of steel.

토사유출방지부재(200)의 양단 거리가 길 경우, 토압에 의한 변형 가능성이 높아지므로, 이를 방지하기 위해서는 도 7에 도시된 바와 같이, 복수의 토사유출방지부재(200)의 경사판(210)의 하단 심부에 배면지지부(130)가 결합한 구조를 취하는 것이 바람직하다.When the distance between both ends of the soil leakage preventing member 200 is long, the deformation by the earth pressure increases, so as to prevent this, as illustrated in FIG. 7, the slope plates 210 of the plurality of soil leakage preventing members 200 are prevented. It is preferable to take a structure in which the rear support portion 130 is coupled to the lower core portion.

이러한 배면지지부(130)는 폭이 좁은 판 구조로 형성하고, 복수의 토사유출방지부재(200)는 배면지지부(130)의 정면에 일체로 결합한 구조를 취하는 것이 전체 체적을 줄이면서도 강성을 증대할 수 있다는 측면에서 바람직하다.The rear support portion 130 is formed in a narrow plate structure, and the plurality of soil leakage prevention member 200 to take a structure that is integrally coupled to the front of the rear support portion 130 to increase the rigidity while reducing the overall volume. It is preferable in that it can.

도 8에 도시된 바와 같이, 표면부재가 타 식생옹벽용 표면부재와 인접하여 설치되는 경우, 기초지지부(110)는 인접하여 설치되는 타 식생옹벽용 표면부재의 측면지지부(100a)와 표면부재의 측면지지부(100)에 공통으로 결합하는 구조를 취하는 것이 바람직하다.As shown in FIG. 8, when the surface member is installed adjacent to the other vegetation retaining wall surface member, the base support 110 is formed by the side support portion 100a and the surface member of the other vegetation retaining wall surface member installed adjacently. It is preferable to take a structure that is commonly coupled to the side support portion 100.

이상은 본 발명에 의해 구현될 수 있는 바람직한 실시예의 일부에 관하여 설명한 것에 불과하므로, 주지된 바와 같이 본 발명의 범위는 위의 실시예에 한정되어 해석되어서는 안 될 것이며, 위에서 설명된 본 발명의 기술적 사상과 그 근본을 함께 하는 기술적 사상은 모두 본 발명의 범위에 포함된다고 할 것이다.Since the above has been described only with respect to some of the preferred embodiments that can be implemented by the present invention, the scope of the present invention, as is well known, should not be construed as limited to the above embodiments, the present invention described above It will be said that both the technical idea and the technical idea which together with the base are included in the scope of the present invention.

도 1 내지 10은 본 발명에 의한 표면부재의 실시예를 도시한 것으로서,1 to 10 show an embodiment of the surface member according to the present invention,

도 1은 제1실시예의 사시도.1 is a perspective view of a first embodiment.

도 2는 제1실시예의 단면도.2 is a cross-sectional view of the first embodiment.

도 3은 제1실시예의 주요부 사시도.3 is a perspective view of an essential part of the first embodiment;

도 4는 제2실시예의 사시도.4 is a perspective view of a second embodiment;

도 5는 제3실시예의 사시도.5 is a perspective view of a third embodiment;

도 6은 제4실시예의 사시도.6 is a perspective view of a fourth embodiment.

도 7은 제5실시예의 사시도.7 is a perspective view of a fifth embodiment.

도 8은 제6실시예의 사시도.8 is a perspective view of a sixth embodiment;

도 9는 본 발명의 원리를 설명하기 위한 제1개념도.9 is a first conceptual diagram for explaining the principle of the present invention.

도 10은 본 발명의 원리를 설명하기 위한 제2개념도.10 is a second conceptual diagram for explaining the principle of the present invention;

**도면의 주요부분에 대한 부호의 설명**DESCRIPTION OF REFERENCE NUMERALS

1 : 식생공 10 : 앵커1: vegetation ball 10: anchor

20 : 보강재 100 : 측면지지부20: reinforcement 100: side support

110 : 기초지지부 120 : 중간지지부110: foundation support 120: intermediate support

130 : 배면지지부 200 : 토사유출방지부재130: rear support 200: soil leakage prevention member

201 : 관통공 210 : 경사판201: through hole 210: inclined plate

220 : 수직판 300 : 앵커결합부220: vertical plate 300: anchor coupling portion

310 : 표면부재 결합부 320 : 보강재 결합부310: surface member coupling portion 320: stiffener coupling portion

321 : 보강재 결합공 330 : 보강재 결합공321: reinforcing material joining hole 330: reinforcing material joining hole

340 : 토사유출방지부재 결합부 341 : 보강재 결합공340: soil leakage prevention member coupling 341: reinforcing material coupling hole

350 : 중간앵커결합부 351 : 보강재 결합공350: intermediate anchor coupling portion 351: reinforcing member coupling hole

352 : 중간지지부 결합공352: intermediate support coupling hole

Claims (20)

복수의 조합에 의해 심부에 식생공(1)이 형성된 식생옹벽을 형성하는 표면부재에 있어서,In the surface member which forms the vegetation retaining wall in which the vegetation hole 1 was formed in the core part by the some combination, 심부에 상기 식생공(1)이 형성되도록, 간격을 두고 양측에 설치된 측면지지부(100);Side support parts 100 are installed on both sides at intervals so that the vegetation hole (1) is formed in the core portion; 상기 측면지지부(100)의 사이에 설치된 토사유출방지부재(200);Soil outflow prevention member 200 installed between the side support portion 100; 상기 측면지지부(100)의 하단에 결합한 기초지지부(110);A base support part 110 coupled to a lower end of the side support part 100; 배후토사에 매립된 앵커(10)와 결합하는 앵커결합부(300);를 포함하고,Includes; anchor coupling portion 300 is coupled to the anchor buried in the rear soil sediment; 상기 토사유출방지부재(200)는 전방으로부터 후방을 향하여 하향경사를 갖도록 형성된 경사판(210)을 포함하며, The soil leakage preventing member 200 includes an inclined plate 210 formed to have a downward slope from the front to the rear, 상기 측면지지부(100)는 판 구조이고, 상기 복수의 토사유출방지부재(200)는 상기 측면지지부(100)의 내면에 일체로 결합하고,The side support part 100 is a plate structure, the plurality of soil leakage prevention member 200 is integrally coupled to the inner surface of the side support part 100, 상기 토사유출방지부재(200)는 상기 경사판(210)의 상단으로부터 상측으로 연장형성된 수직판(220)을 더 구비한 것을 특징으로 하는 식생옹벽용 표면부재.The soil leakage preventing member 200 is a surface member for vegetation retaining wall, characterized in that further comprising a vertical plate 220 extending upward from the top of the inclined plate 210. 제1항에 있어서,The method of claim 1, 상기 앵커결합부(300)는The anchor coupling portion 300 상기 측면지지부(100)와 결합하는 표면부재 결합부(310);A surface member coupling part 310 coupled to the side support part 100; 상기 표면부재 결합부(310)에서 연장형성됨과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(321)이 형성된 보강재 결합부(320);를 포함하는 것을 특징으로 하는 식생옹벽용 표면부재.And a reinforcing member coupling part 320 having a reinforcing material coupling hole 321 formed in the core portion such that the reinforcing material 20 connected to the anchor 10 is coupled to the surface member coupling part 310. Surface member for vegetation retaining wall made of. 제2항에 있어서,The method of claim 2, 상기 표면부재 결합부(310)는 수직방향으로 형성되고, 상기 보강재 결합 부(320)는 수평방향으로 형성된 것을 특징으로 하는 식생옹벽용 표면부재.The surface member coupling portion 310 is formed in the vertical direction, the reinforcing material coupling portion 320 surface member for vegetation retaining wall, characterized in that formed in the horizontal direction. 제1항에 있어서,The method of claim 1, 상기 토사유출방지부재(200)는 상하방향으로 복수가 설치된 것을 특징으로 하는 식생옹벽용 표면부재.The soil leakage prevention member 200 is a vegetation retaining wall surface member, characterized in that a plurality is installed in the vertical direction. 제4항에 있어서,The method of claim 4, wherein 상기 앵커결합부(300)는The anchor coupling portion 300 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 상기 토사유출방지부재(200)의 심부에 형성된 보강재 결합공(330)을 포함하는 것을 특징으로 하는 식생옹벽용 표면부재.Surface member for vegetation retaining wall, characterized in that it comprises a reinforcing member coupling hole (330) formed in the core portion of the soil leakage prevention member 200 to be coupled to the reinforcement (20) connected to the anchor (10). 제4항에 있어서,The method of claim 4, wherein 상기 앵커결합부(300)는The anchor coupling portion 300 상기 토사유출방지부재(200)에 결합함과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(341)이 형성된 토사유출방지부재 결합부(340)를 포함하는 것을 특징으로 하는 식생옹벽용 표면부재.In addition to the soil leakage prevention member 200, and includes a soil leakage prevention member coupling portion 340 formed with a reinforcing material coupling hole (341) in the core portion to be coupled to the reinforcing material 20 connected to the anchor (10). Surface member for vegetation retaining wall, characterized in that. 제4항에 있어서,The method of claim 4, wherein 상기 앵커결합부(300)는The anchor coupling portion 300 상기 복수의 토사유출방지부재(200)에 상하방향으로 결합한 중간지지부(120);An intermediate support part 120 coupled to the plurality of soil leakage preventing members 200 in a vertical direction; 상기 중간지지부(120)에 결합함과 아울러, 상기 앵커(10)에 연결된 보강재(20)가 결합하도록 심부에 보강재 결합공(351)이 형성된 중간앵커결합부(350);를Middle anchor coupling portion 350 is coupled to the intermediate support portion 120, the reinforcing member coupling hole 351 is formed in the core portion to be coupled to the reinforcing material 20 connected to the anchor 10; 더 포함하는 것을 특징으로 하는 식생옹벽용 표면부재.Surface member for vegetation retaining wall further comprising. 제7항에 있어서,The method of claim 7, wherein 상기 토사유출방지부재(200)는 심부에 관통공(201)이 형성되고, 상기 중간지지부(120)는 상기 관통공(201)을 관통하여 결합한 것을 특징으로 하는 식생옹벽용 표면부재.The soil leakage prevention member 200 is a through hole 201 is formed in the core, the intermediate support portion 120 surface member for vegetation retaining wall, characterized in that coupled through the through hole 201. 제8항에 있어서,The method of claim 8, 상기 중간앵커결합부(350)에는 심부에 중간지지부 결합공(352)이 형성되고, 상기 중간지지부(120)가 상기 중간지지부 결합공(352)을 관통하여 결합하도록, 수평방향으로 설치된 것을 특징으로 하는 식생옹벽용 표면부재.The intermediate anchor coupling part 350 has an intermediate support part coupling hole 352 formed at a core portion thereof, and the intermediate support part 120 is installed in a horizontal direction so as to pass through the intermediate support part coupling hole 352. Surface member for vegetation retaining wall. 삭제delete 삭제delete 삭제delete 제1항에 있어서,The method of claim 1, 상기 복수의 토사유출방지부재(200)의 경사판(210)의 하단 심부에는 배면지지부(130)가 결합한 것을 특징으로 하는 식생옹벽용 표면부재.Vegetation retaining wall surface member, characterized in that the rear support portion 130 is coupled to the lower core portion of the inclined plate 210 of the plurality of soil leakage prevention member (200). 제13항에 있어서,The method of claim 13, 상기 배면지지부(130)는 폭이 좁은 판 구조이고, 상기 복수의 토사유출방지부재(200)는 상기 배면지지부(130)의 정면에 일체로 결합한 것을 특징으로 하는 식생옹벽용 표면부재.The back support 130 is a narrow plate structure, the plurality of soil leakage prevention member 200 is a vegetation retaining wall surface member, characterized in that integrally coupled to the front of the back support 130. 제1항에 있어서,The method of claim 1, 상기 기초지지부(110)는 인접하여 설치되는 타 식생옹벽용 표면부재의 측면지지부(100a)와 상기 측면지지부(100)에 공통으로 결합하는 것을 특징으로 하는 식생옹벽용 표면부재.The base support 110 is a vegetation retaining wall surface member, characterized in that commonly coupled to the side support portion 100a and the side support portion 100 of the other vegetation retaining wall surface member is installed adjacent to. 제3항의 식생옹벽용 표면부재 복수의 조합에 의해 형성되는 상기 식생옹벽으로서, A vegetation retaining wall formed by a combination of a plurality of surface members for vegetation retaining wall of claim 3, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 앵커결합부(300)의 보강재 결합공(321)에 결합한 것을 특징으로 하는 식생옹벽.The reinforcing material 20 connected to the anchor 10 is formed in a b-shaped bending structure, characterized in that at least one of the reinforcing material 20 is coupled to the reinforcing material coupling hole 321 of the plurality of anchor coupling portion 300. Vegetation retaining wall. 제5항의 식생옹벽용 표면부재 복수의 조합에 의해 형성되는 상기 식생옹벽으로서, A vegetation retaining wall formed by a combination of a plurality of surface members for vegetation retaining wall of claim 5, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 토사유출방지부재(200)의 보강재 결합공(330)에 결합한 것을 특징으로 하는 식생옹벽.The reinforcing material 20 connected to the anchor 10 is formed in a b-shaped bending structure, at least one of the reinforcing material 20 is characterized in that coupled to the reinforcing material coupling hole 330 of the plurality of soil leakage prevention member 200. Vegetation retaining wall. 제6항의 식생옹벽용 표면부재 복수의 조합에 의해 형성되는 상기 식생옹벽으로서, The vegetation retaining wall formed by the combination of a plurality of surface members for vegetation retaining wall of claim 6, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 토사유출방지부재 결합부(340)의 보강재 결합공(341)에 결합한 것을 특징으로 하는 식생옹벽.The reinforcing material 20 connected to the anchor 10 is formed in a b-shaped bending structure, at least one of the reinforcing material 20 is coupled to the reinforcing material coupling hole 341 of the plurality of soil leakage preventing member coupling portion 340. Vegetation retaining wall, characterized in that. 제7항의 식생옹벽용 표면부재 복수의 조합에 의해 형성되는 상기 식생옹벽으로서, A vegetation retaining wall formed by a combination of a plurality of surface members for vegetation retaining wall according to claim 7, 상기 앵커(10)에 연결된 보강재(20)는 ㄱ 자형 절곡구조로 형성되고, 상기 보강재(20) 중 적어도 하나가 복수의 상기 중간앵커결합부(350)의 보강재 결합공(351)에 결합한 것을 특징으로 하는 식생옹벽.The reinforcement 20 connected to the anchor 10 is formed in a b-shaped bending structure, and at least one of the reinforcement 20 is coupled to the reinforcement coupling hole 351 of the plurality of intermediate anchor coupling portions 350. Vegetation retaining wall. 제3항의 식생옹벽용 표면부재 복수의 조합에 의해 형성되는 상기 식생옹벽으로서, A vegetation retaining wall formed by a combination of a plurality of surface members for vegetation retaining wall of claim 3, 상기 표면부재 결합부(310)는 인접하여 설치되는 타 식생옹벽용 표면부재의 측면지지부(100a)와 상기 측면지지부(100)에 공통으로 결합하는 것을 특징으로 하는 식생옹벽.The surface member coupling part 310 is a vegetation retaining wall, characterized in that commonly coupled to the side support portion (100a) and the side support portion (100) of the surface member for the other vegetation retaining wall is installed adjacent.
KR1020080021103A 2008-03-06 2008-03-06 Surface member for vegetation retaining wall and vegetation retaining wall using the same Expired - Fee Related KR100987126B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064705A (en) 2001-08-24 2003-03-05 Takuo Yukimoto Large-sized retaining-wall greening block and greening structure of retaining wall
KR100467234B1 (en) 2001-12-21 2005-01-24 주식회사 포스코 Retaining wall and its construction method of steel panel
KR100603141B1 (en) 2003-05-14 2006-07-20 이정수 reinforced earth wall for planting and construction/reconstruction method of it
KR20060133738A (en) * 2005-06-21 2006-12-27 레이코엔지니어링 주식회사 Vegetation retaining wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064705A (en) 2001-08-24 2003-03-05 Takuo Yukimoto Large-sized retaining-wall greening block and greening structure of retaining wall
KR100467234B1 (en) 2001-12-21 2005-01-24 주식회사 포스코 Retaining wall and its construction method of steel panel
KR100603141B1 (en) 2003-05-14 2006-07-20 이정수 reinforced earth wall for planting and construction/reconstruction method of it
KR20060133738A (en) * 2005-06-21 2006-12-27 레이코엔지니어링 주식회사 Vegetation retaining wall

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