A platform for research: civil engineering, architecture and urbanism
Reinforced wall panel and Constructing method thereof
The present invention relates to a panel for building a reinforced wall and a construction method thereof. The panel (200) has left and right entrances (310 and 320) of a reinforcement material insertion port (300) that is formed with a penetration path (330) for directly connecting a band-type fiber reinforcement material (100) embedded in a reinforcement soil body (500) to the panel (200) and is exposed to a rear surface (210). A thickness (T) of a central part of the panel (200) between the entrances (310 and 320) at both sides is formed to be relatively thicker than a thickness (t) of an outer part of the panel (200) at the outside of the entrance (310) at both sides. The panel (200) is formed with uneven surface coupling units (222 and 232) on left and right side surfaces (220 and 230) for the coupling of uneven surfaces between panels adjacent leftward and rightward. The left and right side surfaces (220 and 230) of the uneven surface coupling units (222 and 232) are formed to be tapered toward the inside of the rear surface (210), so it is possible to build a straight-line retaining wall and a curved retaining wall in a state in which left and right sides of a front surface (240) of the panels (200) adjacent leftward and rightward come in contact with each other.
본 발명은 보강토 옹벽을 축조하기 위한 패널 및 이의 시공방법에 관한 것으로, 보강토체(500)에 매설되는 띠형 섬유보강재(100)를 패널(200)에 직접 연결하기 위해 내측에 관통로(330)가 형성된 보강재 삽입구(300)의 좌우측 입구(310,320)가 후면(210)으로 노출된 패널(200)로; 상기 양측의 입구(310,320) 사이의 패널(200) 중간부 두께(T)는 상기 양측 입구(310) 외측의 패널(200) 외곽부 두께(t)보다 상대적으로 두껍게 형성되고, 상기 패널(200)은 좌우로 인접하는 패널 간의 요철 결합을 위하여 좌우 측면(220,230)에 요철결합부(222,232)가 형성되되 상기 요철결합부(222,232)는 좌우 측면(220,230) 자체가 후면(210) 내측으로 테이퍼진 상태에서 형성되어 좌우로 인접하는 패널(200)의 전면(240) 좌우측이 서로 접촉된 상태로 직선형 옹벽과 곡선형 옹벽의 축조가 가능하다.
Reinforced wall panel and Constructing method thereof
The present invention relates to a panel for building a reinforced wall and a construction method thereof. The panel (200) has left and right entrances (310 and 320) of a reinforcement material insertion port (300) that is formed with a penetration path (330) for directly connecting a band-type fiber reinforcement material (100) embedded in a reinforcement soil body (500) to the panel (200) and is exposed to a rear surface (210). A thickness (T) of a central part of the panel (200) between the entrances (310 and 320) at both sides is formed to be relatively thicker than a thickness (t) of an outer part of the panel (200) at the outside of the entrance (310) at both sides. The panel (200) is formed with uneven surface coupling units (222 and 232) on left and right side surfaces (220 and 230) for the coupling of uneven surfaces between panels adjacent leftward and rightward. The left and right side surfaces (220 and 230) of the uneven surface coupling units (222 and 232) are formed to be tapered toward the inside of the rear surface (210), so it is possible to build a straight-line retaining wall and a curved retaining wall in a state in which left and right sides of a front surface (240) of the panels (200) adjacent leftward and rightward come in contact with each other.
본 발명은 보강토 옹벽을 축조하기 위한 패널 및 이의 시공방법에 관한 것으로, 보강토체(500)에 매설되는 띠형 섬유보강재(100)를 패널(200)에 직접 연결하기 위해 내측에 관통로(330)가 형성된 보강재 삽입구(300)의 좌우측 입구(310,320)가 후면(210)으로 노출된 패널(200)로; 상기 양측의 입구(310,320) 사이의 패널(200) 중간부 두께(T)는 상기 양측 입구(310) 외측의 패널(200) 외곽부 두께(t)보다 상대적으로 두껍게 형성되고, 상기 패널(200)은 좌우로 인접하는 패널 간의 요철 결합을 위하여 좌우 측면(220,230)에 요철결합부(222,232)가 형성되되 상기 요철결합부(222,232)는 좌우 측면(220,230) 자체가 후면(210) 내측으로 테이퍼진 상태에서 형성되어 좌우로 인접하는 패널(200)의 전면(240) 좌우측이 서로 접촉된 상태로 직선형 옹벽과 곡선형 옹벽의 축조가 가능하다.
Reinforced wall panel and Constructing method thereof
보강토 옹벽용 패널 및 이의 시공방법
LEE JEUNG SU (author)
2023-08-03
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
METHOD FOR CONSTRUCTING LIGHT WEIGHT REINFORCED EARTH WALL PANEL
European Patent Office | 2016
|METHOD FOR CONSTRUCTING LIGHT WEIGHT REINFORCED EARTH WALL PANEL
European Patent Office | 2016
Reinforced Retaining Wall and Constructing Method thereof
European Patent Office | 2024
|