Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
CONSTRUCTION METHOD OF REINFORCEMENT BANKING BODY AND TEMPORARY HOLD-DOWN MEMBER OF REINFORCEMENT BANKING
To reduce cost for building a temporary hold-down member of reinforcement banking.SOLUTION: Firstly a geotextile reinforcing material 10 is laid on the construction base surface on which a reinforced banking is to be constructed. Next, on the geotextile reinforcing material 10, a planar first sheet member 20 is placed, while a planar second sheet member 30 is erected from the first sheet member 20 in a wavy shape with space in the depth direction. Further, the wavy second sheet member 30 is fixed to the first sheet member 20 at each of web parts. As a result, a first cell structure body is formed via the first sheet member 20 and the second sheet member 30. And then, a part of the banking body is constructed by inputting and roll-compacting infilling materials 40 (banking materials) inside the first cell structure body.SELECTED DRAWING: Figure 2
【課題】補強盛土の仮抑え部材を構築する際のコストを下げる。【解決手段】まず、補強盛土を構築すべき施工基面の上にジオテキスタイル補強材１０を敷設する。次いで、ジオテキスタイル補強材１０の上に、面状の第１のシート部材２０を配置するとともに、面状の第２のシート部材３０を、第１のシート部材２０から奥行き方向に間隔を空けて波状に立設する。さらに、波状の第２のシート部材３０を腹部分ごとに第１のシート部材２０に固定する。これにより、第１のシート部材２０と第２のシート部材３０とで第１のセル構造体が形成される。次いで、第１のセル構造体の内部に中詰め材４０（盛土材）を投入して転圧することにより、盛土体の一部を構築する。【選択図】図２
CONSTRUCTION METHOD OF REINFORCEMENT BANKING BODY AND TEMPORARY HOLD-DOWN MEMBER OF REINFORCEMENT BANKING
To reduce cost for building a temporary hold-down member of reinforcement banking.SOLUTION: Firstly a geotextile reinforcing material 10 is laid on the construction base surface on which a reinforced banking is to be constructed. Next, on the geotextile reinforcing material 10, a planar first sheet member 20 is placed, while a planar second sheet member 30 is erected from the first sheet member 20 in a wavy shape with space in the depth direction. Further, the wavy second sheet member 30 is fixed to the first sheet member 20 at each of web parts. As a result, a first cell structure body is formed via the first sheet member 20 and the second sheet member 30. And then, a part of the banking body is constructed by inputting and roll-compacting infilling materials 40 (banking materials) inside the first cell structure body.SELECTED DRAWING: Figure 2
【課題】補強盛土の仮抑え部材を構築する際のコストを下げる。【解決手段】まず、補強盛土を構築すべき施工基面の上にジオテキスタイル補強材１０を敷設する。次いで、ジオテキスタイル補強材１０の上に、面状の第１のシート部材２０を配置するとともに、面状の第２のシート部材３０を、第１のシート部材２０から奥行き方向に間隔を空けて波状に立設する。さらに、波状の第２のシート部材３０を腹部分ごとに第１のシート部材２０に固定する。これにより、第１のシート部材２０と第２のシート部材３０とで第１のセル構造体が形成される。次いで、第１のセル構造体の内部に中詰め材４０（盛土材）を投入して転圧することにより、盛土体の一部を構築する。【選択図】図２
CONSTRUCTION METHOD OF REINFORCEMENT BANKING BODY AND TEMPORARY HOLD-DOWN MEMBER OF REINFORCEMENT BANKING
補強盛土体の構築方法及び補強盛土の仮抑え部材
KOJIMA KENICHI (Autor:in) / MATSUMARU TAKAKI (Autor:in) / SATO TAKETO (Autor:in) / OKAMOTO MASAHIRO (Autor:in) / NONAKA TAKAHIRO (Autor:in) / ISHIGAKI RYUICHI (Autor:in) / HARADA MICHIYUKI (Autor:in)
20.08.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
BANKING SOIL REINFORCEMENT METHOD AND BANKING SOIL REINFORCEMENT MEMBER
| Europäisches Patentamt | 2019
REINFORCEMENT BANKING CONSTRUCTION AND CONSTRUCTION METHOD OF REINFORCEMENT BANKING
| Europäisches Patentamt | 2020