A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCED EARTH RETAINING WALL STRUCTURE AND CONSTRUCTION METHOD THEREFOR
The present invention relates to a reinforced earth retaining wall structure and a construction method therefor. In the present invention, the skin of the reinforced earth retaining wall is formed with blocks (20) or panels (120), and strip-type reinforcing members (30) penetrating through the blocks (20) or the panels (120) are horizontally disposed entirely within backfill soil (40). The strip-shaped reinforcing members (30) penetrate through the blocks (20) or the panels (120) such that the blocks (20) or the panels (120) are coupled with the strip-shaped reinforcing members (30), thereby preventing displacement of the blocks (20) or the panels (120) due to friction, inside the backfill soil (40), between the strip-shaped reinforcing members (30) and the backfill soil (40). The present invention is advantageous in that the structure of combining the blocks (20) or the panels (120) with the strip-shaped reinforcing members (30) is simple, and construction thereof is simple.
La présente invention concerne une structure de paroi de soutènement renforcée et un procédé de construction associé. Dans la présente invention, le revêtement de la paroi de soutènement renforcée est formé avec des blocs (20) ou des panneaux (120), et des éléments de renforcement du type bande (30) pénétrant à travers les blocs (20) ou les panneaux (120) sont disposés horizontalement entièrement à l'intérieur du sol de remblayage (40). Les éléments de renforcement du type bande (30) pénètrent à travers les blocs (20) ou les panneaux (120) de sorte que les blocs (20) ou les panneaux (120) sont accouplés aux éléments de renforcement du type bande (30), ce qui empêche le déplacement des blocs (20) ou des panneaux (120) en raison du frottement, à l'intérieur du sol de remblayage (40), entre les éléments de renforcement du type bande (30) et le sol de remblayage (40). La présente invention est avantageuse en ce que la structure de combinaison des blocs (20) ou des panneaux (120) avec les éléments de renforcement du type bande (30) est simple, et sa construction est simple.
본 발명은 보강토옹벽구조 및 그 시공방법에 관한 것이다. 본 발명에서는 보강토옹벽의 스킨을 블럭(20)이나 판넬(120)이 형성하는데, 상기 블럭(20)이나 판넬(120)을 관통하여 나온 띠형 보강재(30)가 뒷채움흙(40)의 내부에 전체가 수평으로 배치된다. 상기 블럭(20)이나 판넬(120)을 띠형 보강재(30)가 관통함에 의해 블럭(20)이나 판넬(120)과 띠형 보강재(30)가 서로 결합되고, 상기 띠형 보강재(30)가 뒷채움흙(40)의 내부에서 뒷채움흙(40)과 마찰하여 상기 블럭(20)이나 판넬(120)의 위치가 변경되는 것을 방지한다. 본 발명에서는 블럭(20)이나 판넬(120)과 띠형 보강재(30)를 결합하는 구성이 간단하게 되고, 시공이 간단하게 되는 이점이 있다.
REINFORCED EARTH RETAINING WALL STRUCTURE AND CONSTRUCTION METHOD THEREFOR
The present invention relates to a reinforced earth retaining wall structure and a construction method therefor. In the present invention, the skin of the reinforced earth retaining wall is formed with blocks (20) or panels (120), and strip-type reinforcing members (30) penetrating through the blocks (20) or the panels (120) are horizontally disposed entirely within backfill soil (40). The strip-shaped reinforcing members (30) penetrate through the blocks (20) or the panels (120) such that the blocks (20) or the panels (120) are coupled with the strip-shaped reinforcing members (30), thereby preventing displacement of the blocks (20) or the panels (120) due to friction, inside the backfill soil (40), between the strip-shaped reinforcing members (30) and the backfill soil (40). The present invention is advantageous in that the structure of combining the blocks (20) or the panels (120) with the strip-shaped reinforcing members (30) is simple, and construction thereof is simple.
La présente invention concerne une structure de paroi de soutènement renforcée et un procédé de construction associé. Dans la présente invention, le revêtement de la paroi de soutènement renforcée est formé avec des blocs (20) ou des panneaux (120), et des éléments de renforcement du type bande (30) pénétrant à travers les blocs (20) ou les panneaux (120) sont disposés horizontalement entièrement à l'intérieur du sol de remblayage (40). Les éléments de renforcement du type bande (30) pénètrent à travers les blocs (20) ou les panneaux (120) de sorte que les blocs (20) ou les panneaux (120) sont accouplés aux éléments de renforcement du type bande (30), ce qui empêche le déplacement des blocs (20) ou des panneaux (120) en raison du frottement, à l'intérieur du sol de remblayage (40), entre les éléments de renforcement du type bande (30) et le sol de remblayage (40). La présente invention est avantageuse en ce que la structure de combinaison des blocs (20) ou des panneaux (120) avec les éléments de renforcement du type bande (30) est simple, et sa construction est simple.
본 발명은 보강토옹벽구조 및 그 시공방법에 관한 것이다. 본 발명에서는 보강토옹벽의 스킨을 블럭(20)이나 판넬(120)이 형성하는데, 상기 블럭(20)이나 판넬(120)을 관통하여 나온 띠형 보강재(30)가 뒷채움흙(40)의 내부에 전체가 수평으로 배치된다. 상기 블럭(20)이나 판넬(120)을 띠형 보강재(30)가 관통함에 의해 블럭(20)이나 판넬(120)과 띠형 보강재(30)가 서로 결합되고, 상기 띠형 보강재(30)가 뒷채움흙(40)의 내부에서 뒷채움흙(40)과 마찰하여 상기 블럭(20)이나 판넬(120)의 위치가 변경되는 것을 방지한다. 본 발명에서는 블럭(20)이나 판넬(120)과 띠형 보강재(30)를 결합하는 구성이 간단하게 되고, 시공이 간단하게 되는 이점이 있다.
REINFORCED EARTH RETAINING WALL STRUCTURE AND CONSTRUCTION METHOD THEREFOR
STRUCTURE DE PAROI DE SOUTÈNEMENT RENFORCÉE ET PROCÉDÉ DE CONSTRUCTION ASSOCIÉ
보강토옹벽구조 및 그 시공방법
LEE JANG WON (author) / KIM JAE HONG (author)
2020-03-05
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
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