A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STRUCTURE AND METHOD FOR REINFORCING EMBANKMENT
PROBLEM TO BE SOLVED: To provide a structure and a method for reinforcing an embankment, which enable reinforcement of a slope face of the embankment while inhibiting flow of a part for supporting the embankment, without making cross-sectional performance of an earth retaining wall excessive.SOLUTION: A structure for reinforcing an embankment 3, which reinforces the embankment 3 on a ground surface, includes an earth retaining wall 5 that is buried in ground and that reaches a fixed bed M, serving as a part for supporting the embankment 3, of the ground 2, and a reinforcing material 6 that is buried in the embankment 3 and that reinforces a slope face of the embankment 3 by having an anchoring mechanism anchored in the embankment 3. The earth retaining wall 5 and the reinforcing material 6 are connected to each other.SELECTED DRAWING: Figure 1
【課題】土留壁の断面性能を過大にすることなく、盛土を支持する部分の流動を抑止すると同時に盛土の法面を補強することができる盛土の補強構造及び盛土の補強方法を提供する。【解決手段】地表上の盛土３を補強する盛土３の補強構造であって、地中に埋設され、地盤２のうち、盛土３を支持する部分の固定層Ｍまで到達した土留壁５と、盛土３中に埋設され、盛土３中に定着される定着機構を有し盛土３の斜面を補強する補強材６と、を備え、土留壁５及び補強材６は、互いに接続されている。【選択図】図１
STRUCTURE AND METHOD FOR REINFORCING EMBANKMENT
PROBLEM TO BE SOLVED: To provide a structure and a method for reinforcing an embankment, which enable reinforcement of a slope face of the embankment while inhibiting flow of a part for supporting the embankment, without making cross-sectional performance of an earth retaining wall excessive.SOLUTION: A structure for reinforcing an embankment 3, which reinforces the embankment 3 on a ground surface, includes an earth retaining wall 5 that is buried in ground and that reaches a fixed bed M, serving as a part for supporting the embankment 3, of the ground 2, and a reinforcing material 6 that is buried in the embankment 3 and that reinforces a slope face of the embankment 3 by having an anchoring mechanism anchored in the embankment 3. The earth retaining wall 5 and the reinforcing material 6 are connected to each other.SELECTED DRAWING: Figure 1
【課題】土留壁の断面性能を過大にすることなく、盛土を支持する部分の流動を抑止すると同時に盛土の法面を補強することができる盛土の補強構造及び盛土の補強方法を提供する。【解決手段】地表上の盛土３を補強する盛土３の補強構造であって、地中に埋設され、地盤２のうち、盛土３を支持する部分の固定層Ｍまで到達した土留壁５と、盛土３中に埋設され、盛土３中に定着される定着機構を有し盛土３の斜面を補強する補強材６と、を備え、土留壁５及び補強材６は、互いに接続されている。【選択図】図１
STRUCTURE AND METHOD FOR REINFORCING EMBANKMENT
盛土の補強構造及び盛土の補強方法
SAWAISHI MASAMICHI (author) / WADA MASATOSHI (author) / MOCHIDA YUSUKE (author) / ISHIHAMA YOSHIRO (author)
2018-03-22
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
EMBANKMENT SLOPE REINFORCING STRUCTURE AND EMBANKMENT SLOPE REINFORCING METHOD
| European Patent Office | 2020
EMBANKMENT REINFORCING WALL, AND CONSTRUCTION METHOD OF EMBANKMENT REINFORCING WALL
| European Patent Office | 2023
Rail embankment disease emergency rescue reinforcing structure and reinforcing method
| European Patent Office | 2023