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The present invention relates to a retaining wall structure. According to an embodiment of the present invention, disclosed is a retaining wall structure configured by vertically stacking geocells, each geocell being configured by combining a plurality of unit cells, wherein resistance force against horizontal earth pressure is strengthened by using a column element vertically installed through some unit cells of upper-layer geocells and some unit cells of lower-layer geocells, thereby improving stability and durability of the retaining wall.
La présente invention concerne une structure de mur de soutènement. Selon un mode de réalisation de la présente invention, une structure de mur de soutènement est configurée par empilement vertical de géocellules, chaque géocellule étant configurée par combinaison d'une pluralité de cellules unitaires, une force de résistance à l'encontre d'une poussée des terres horizontale étant renforcée par l'utilisation d'un élément de colonne installé verticalement à travers certaines cellules unitaires de géocellules de couche supérieure et certaines cellules unitaires de géocellules de couche inférieure, améliorant ainsi la stabilité et la durabilité du mur de soutènement.
본 발명은 옹벽구조에 관한 것이다. 본 발명의 실시예에 따르면, 복수의 단위 셀이 결합하여 구성된 지오셀을 상하로 적층하여 구성되며, 상층 지오셀의 일부 단위 셀과 하층 지오셀의 일부 단위 셀을 관통하여 상하 방향으로 설치된 기둥 요소를 이용하여 횡방향의 토압에 대한 저항력을 강화함으로써, 옹벽의 안정성과 견고함을 향상시킨 옹벽구조가 개시된다.
The present invention relates to a retaining wall structure. According to an embodiment of the present invention, disclosed is a retaining wall structure configured by vertically stacking geocells, each geocell being configured by combining a plurality of unit cells, wherein resistance force against horizontal earth pressure is strengthened by using a column element vertically installed through some unit cells of upper-layer geocells and some unit cells of lower-layer geocells, thereby improving stability and durability of the retaining wall.
La présente invention concerne une structure de mur de soutènement. Selon un mode de réalisation de la présente invention, une structure de mur de soutènement est configurée par empilement vertical de géocellules, chaque géocellule étant configurée par combinaison d'une pluralité de cellules unitaires, une force de résistance à l'encontre d'une poussée des terres horizontale étant renforcée par l'utilisation d'un élément de colonne installé verticalement à travers certaines cellules unitaires de géocellules de couche supérieure et certaines cellules unitaires de géocellules de couche inférieure, améliorant ainsi la stabilité et la durabilité du mur de soutènement.
본 발명은 옹벽구조에 관한 것이다. 본 발명의 실시예에 따르면, 복수의 단위 셀이 결합하여 구성된 지오셀을 상하로 적층하여 구성되며, 상층 지오셀의 일부 단위 셀과 하층 지오셀의 일부 단위 셀을 관통하여 상하 방향으로 설치된 기둥 요소를 이용하여 횡방향의 토압에 대한 저항력을 강화함으로써, 옹벽의 안정성과 견고함을 향상시킨 옹벽구조가 개시된다.
Retaining wall block assembling type retaining wall structure
European Patent Office | 2018
|European Patent Office | 2020
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