A platform for research: civil engineering, architecture and urbanism
EMBANKMENT SLOPE REINFORCEMENT
The present invention relates to a method for reinforcing an embankment slope, and the features of the present invention are as follows. Hexagonal blocks are perpendicularly and horizontally stacked to reinforce a slope during banking, and grids in a narrow band shape are connected to two or more surfaces of the hexagonal blocks and buried in a mound layer to be vertically crossed and spaced from each other. Accordingly, since the mound layer is not separated by the grids, risk of collapse caused by fluidization is reduced. In addition, rainwater permeating through the mound layer is smoothly drained by attaching non-woven fabrics to each of the grids. In order to achieve these purposes, the method for reinforcing an embankment slope is characterized in that earth and sand are stacked on the slope in multiple layers to form the mound layer, and the hexagonal blocks are perpendicularly and horizontally arranged in front of the mound layer for reinforcement; the grids in a shape of a band with a width identical to that of one plane of the hexagonal blocks are arranged; front ends of the grids are connected to every two or more surfaces of the hexagonal blocks, and a number of the grids are buried in the mound layer to be crossed and spaced from each other; and the non-woven fabrics, which induce rainwater permeating through the mound layer to discharge outwards, are attached to bottom surface of each of the grids, thereby preventing loss of earth and sand.
본 발명은 성토하면서 육각블록을 종횡으로 쌓아 사면을 보강하되 상기 육각블록의 최소 두 면에 폭이 좁은 밴드 형태의 그리드를 연결하여 성토층에 상하측으로 엇갈리게 떨어져 매설되도록 함으로써, 성토층이 그리드에 의해 층분리되지 않으므로 유동화에 따른 붕괴의 위험이 적고, 각 그리드에는 부직포를 부착하여 성토층으로 스며든 빗물의 배수가 원활해지도록 한 성토 사면 보강공법에 관한 것이다. 이를 위하여 본 발명은 사면에 토사를 다단으로 쌓아 성토층을 만들고 그 앞쪽으로 육각블록을 종횡으로 배열하여 보강하되, 상기 육각블록들의 어느 한 평면과 동일 폭을 갖는 밴드 형태의 그리드를 구비하고, 상기 그리드는 앞단을 상기 육각블록의 최소 두면 마다 연결하여 상기 성토층에 상하측으로 엇갈리게 떨어져 다수개 매설하고, 상기 각 그리드의 밑면에는 성토층으로 스며든 빗물을 밖으로 유도하는 부직포를 부착하여 토사의 유실이 방지되도록 한 특징이 있다.
EMBANKMENT SLOPE REINFORCEMENT
The present invention relates to a method for reinforcing an embankment slope, and the features of the present invention are as follows. Hexagonal blocks are perpendicularly and horizontally stacked to reinforce a slope during banking, and grids in a narrow band shape are connected to two or more surfaces of the hexagonal blocks and buried in a mound layer to be vertically crossed and spaced from each other. Accordingly, since the mound layer is not separated by the grids, risk of collapse caused by fluidization is reduced. In addition, rainwater permeating through the mound layer is smoothly drained by attaching non-woven fabrics to each of the grids. In order to achieve these purposes, the method for reinforcing an embankment slope is characterized in that earth and sand are stacked on the slope in multiple layers to form the mound layer, and the hexagonal blocks are perpendicularly and horizontally arranged in front of the mound layer for reinforcement; the grids in a shape of a band with a width identical to that of one plane of the hexagonal blocks are arranged; front ends of the grids are connected to every two or more surfaces of the hexagonal blocks, and a number of the grids are buried in the mound layer to be crossed and spaced from each other; and the non-woven fabrics, which induce rainwater permeating through the mound layer to discharge outwards, are attached to bottom surface of each of the grids, thereby preventing loss of earth and sand.
본 발명은 성토하면서 육각블록을 종횡으로 쌓아 사면을 보강하되 상기 육각블록의 최소 두 면에 폭이 좁은 밴드 형태의 그리드를 연결하여 성토층에 상하측으로 엇갈리게 떨어져 매설되도록 함으로써, 성토층이 그리드에 의해 층분리되지 않으므로 유동화에 따른 붕괴의 위험이 적고, 각 그리드에는 부직포를 부착하여 성토층으로 스며든 빗물의 배수가 원활해지도록 한 성토 사면 보강공법에 관한 것이다. 이를 위하여 본 발명은 사면에 토사를 다단으로 쌓아 성토층을 만들고 그 앞쪽으로 육각블록을 종횡으로 배열하여 보강하되, 상기 육각블록들의 어느 한 평면과 동일 폭을 갖는 밴드 형태의 그리드를 구비하고, 상기 그리드는 앞단을 상기 육각블록의 최소 두면 마다 연결하여 상기 성토층에 상하측으로 엇갈리게 떨어져 다수개 매설하고, 상기 각 그리드의 밑면에는 성토층으로 스며든 빗물을 밖으로 유도하는 부직포를 부착하여 토사의 유실이 방지되도록 한 특징이 있다.
EMBANKMENT SLOPE REINFORCEMENT
성토 사면 보강공법
JEONG SUNG PIL (author) / WIE JOON SOO (author)
2016-05-11
Patent
Electronic Resource
Korean
EMBANKMENT SLOPE REINFORCING STRUCTURE AND EMBANKMENT SLOPE REINFORCING METHOD
European Patent Office | 2020
|EMBANKMENT REINFORCEMENT MEMBER AND EMBANKMENT REINFORCEMENT METHOD
European Patent Office | 2023
|EMBANKMENT REINFORCEMENT STRUCTURE, AND EMBANKMENT REINFORCEMENT METHOD
European Patent Office | 2024
|METHOD FOR REPAIRING EMBANKMENT SLOPE AND SLOPE STRUCTURE OF EMBANKMENT
European Patent Office | 2022
|EMBANKMENT REINFORCEMENT STRUCTURE AND EMBANKMENT REINFORCEMENT METHOD
European Patent Office | 2024
|