Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
UNDERWATER CONCRETE STRUCTURE FOR PREVENTING SUBSIDENCE AT SEABED SOFT GROUND, AND CONSTRUCTION METHOD THEREFOR
The present invention has concrete columns formed along a vertical penetration hole of a main concrete structure, seabed soft ground and seabed rock, wherein the concrete column formed on the seabed soft ground supports the lower end of the main concrete structure while having a diameter larger than the diameter of the concrete column formed in the vertical penetration hole, and thus can prevent the main concrete structure from subsiding on the seabed soft ground.
La présente invention comprend des colonnes en béton formées le long d'un trou de pénétration verticale d'une structure principale en béton, un sol mou de fond marin et une roche de fond marin, la colonne en béton formée sur le sol mou de fond marin soutenant l'extrémité inférieure de la structure principale en béton tout en présentant un diamètre supérieur au diamètre de la colonne en béton formée dans le trou de pénétration verticale, et peut donc empêcher la structure principale en béton de s'affaisser sur le sol mou de fond marin.
본 발명은, 메인 콘크리트 구조물의 상하방향 관통구와 해저 연약지반과 해저 암반을 따라 콘크리트 기둥이 형성되되, 해저 연약지반에 형성된 콘크리트 기둥은 상하방향 관통구에 형성된 콘크리트 기둥의 직경보다 큰 직경을 가지면서 메인 콘크리트 구조물의 하단을 지지하도록 하여 해저 연약지반에서 메인 콘크리트 구조물이 침하되는 것을 방지할 수 있다.
UNDERWATER CONCRETE STRUCTURE FOR PREVENTING SUBSIDENCE AT SEABED SOFT GROUND, AND CONSTRUCTION METHOD THEREFOR
The present invention has concrete columns formed along a vertical penetration hole of a main concrete structure, seabed soft ground and seabed rock, wherein the concrete column formed on the seabed soft ground supports the lower end of the main concrete structure while having a diameter larger than the diameter of the concrete column formed in the vertical penetration hole, and thus can prevent the main concrete structure from subsiding on the seabed soft ground.
La présente invention comprend des colonnes en béton formées le long d'un trou de pénétration verticale d'une structure principale en béton, un sol mou de fond marin et une roche de fond marin, la colonne en béton formée sur le sol mou de fond marin soutenant l'extrémité inférieure de la structure principale en béton tout en présentant un diamètre supérieur au diamètre de la colonne en béton formée dans le trou de pénétration verticale, et peut donc empêcher la structure principale en béton de s'affaisser sur le sol mou de fond marin.
본 발명은, 메인 콘크리트 구조물의 상하방향 관통구와 해저 연약지반과 해저 암반을 따라 콘크리트 기둥이 형성되되, 해저 연약지반에 형성된 콘크리트 기둥은 상하방향 관통구에 형성된 콘크리트 기둥의 직경보다 큰 직경을 가지면서 메인 콘크리트 구조물의 하단을 지지하도록 하여 해저 연약지반에서 메인 콘크리트 구조물이 침하되는 것을 방지할 수 있다.
UNDERWATER CONCRETE STRUCTURE FOR PREVENTING SUBSIDENCE AT SEABED SOFT GROUND, AND CONSTRUCTION METHOD THEREFOR
STRUCTURE SUBAQUATIQUE EN BÉTON POUR EMPÊCHER L'AFFAISSEMENT AU NIVEAU D'UN SOL MOU DE FOND MARIN, ET PROCÉDÉ POUR SA CONSTRUCTION
해저 연약지반에서의 침하 방지를 위한 수중 콘크리트 구조물 및 그 시공 방법
KIM SANGKI (Autor:in)
18.01.2024
Patent
Elektronische Ressource
Koreanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2025
|CONCRETE STRUCTURE PREVENTING SUBSIDENCE AT SEA-BOTTOM SOFT GROUND AND CONSTRUCTION METHOD THEREFOR
Europäisches Patentamt | 2022
|CONSOLIDATION SUBSIDENCE METHOD FOR UNDERWATER GROUND
Europäisches Patentamt | 2023
|UNDERWATER CONCRETE BLOCK STRUCTURE AND CONSTRUCTION METHOD THEREFOR
Europäisches Patentamt | 2024
|UNDERWATER CONCRETE BLOCK STRUCTURE AND CONSTRUCTION METHOD THEREFOR
Europäisches Patentamt | 2023
|