Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BANKING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a banking reinforcement structure capable of inexpensively and effectively reinforcing a steel sheet pile for constituting a steel sheet pile wall.SOLUTION: A banking reinforcement structure is constituted by providing a steel sheet pile wall 4 composed of a steel sheet pile 3 reaching up to the banking foundation ground 2 along the continuous direction of banking 1 on the continuous banking 1, and a sheet pile reinforcement member 10 is provided in a range of including a boundary surface position between the banking 1 and the banking foundation ground 2 on the steel sheet pile 3. Since a part of largely deforming the steel sheet pile 3 in earthquake time is the boundary surface vicinity between the banking and the banking foundation ground or its under part of including a boundary surface, the steel sheet pile 3 is reinforced by the sheet pile reinforcement member 10 in a range of including this boundary surface position, so that the steel sheet pile 3 can be effectively reinforced at low cost. Thus, settlement of the whole banking can be restrained at lower cost than a reinforcement structure having a conventional partition wall.
【課題】鋼矢板壁を構成する鋼矢板を低コストで効果的に補強することができる盛土補強構造を提供する。【解決手段】連続する盛土１に、盛土基礎地盤２まで達する鋼矢板３からなる鋼矢板壁４が盛土１の連続方向に沿って設けられた盛土補強構造において、鋼矢板３に、矢板補強部材１０が盛土１と盛土基礎地盤２との境界面位置を含む範囲において設けられている。地震時に鋼矢板３が大きく変形する部分は、盛土と盛土基礎地盤との境界面付近、または、境界面を含むその下方であるため、この境界面位置を含む範囲において、鋼矢板３を矢板補強部材１０によって補強することによって、当該鋼矢板３を低コストで効果的に補強できる。したがって、従来の隔壁を有する補強構造に比して、低コストで盛土全体の沈下を抑えることができる。【選択図】図１
BANKING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a banking reinforcement structure capable of inexpensively and effectively reinforcing a steel sheet pile for constituting a steel sheet pile wall.SOLUTION: A banking reinforcement structure is constituted by providing a steel sheet pile wall 4 composed of a steel sheet pile 3 reaching up to the banking foundation ground 2 along the continuous direction of banking 1 on the continuous banking 1, and a sheet pile reinforcement member 10 is provided in a range of including a boundary surface position between the banking 1 and the banking foundation ground 2 on the steel sheet pile 3. Since a part of largely deforming the steel sheet pile 3 in earthquake time is the boundary surface vicinity between the banking and the banking foundation ground or its under part of including a boundary surface, the steel sheet pile 3 is reinforced by the sheet pile reinforcement member 10 in a range of including this boundary surface position, so that the steel sheet pile 3 can be effectively reinforced at low cost. Thus, settlement of the whole banking can be restrained at lower cost than a reinforcement structure having a conventional partition wall.
【課題】鋼矢板壁を構成する鋼矢板を低コストで効果的に補強することができる盛土補強構造を提供する。【解決手段】連続する盛土１に、盛土基礎地盤２まで達する鋼矢板３からなる鋼矢板壁４が盛土１の連続方向に沿って設けられた盛土補強構造において、鋼矢板３に、矢板補強部材１０が盛土１と盛土基礎地盤２との境界面位置を含む範囲において設けられている。地震時に鋼矢板３が大きく変形する部分は、盛土と盛土基礎地盤との境界面付近、または、境界面を含むその下方であるため、この境界面位置を含む範囲において、鋼矢板３を矢板補強部材１０によって補強することによって、当該鋼矢板３を低コストで効果的に補強できる。したがって、従来の隔壁を有する補強構造に比して、低コストで盛土全体の沈下を抑えることができる。【選択図】図１
BANKING REINFORCEMENT STRUCTURE
盛土補強構造
ABE YUKIO (Autor:in) / NAKAYAMA HIROAKI (Autor:in) / FUJIWARA KAKUTA (Autor:in) / OTOSHI KAZUTAKA (Autor:in)
28.09.2015
Patent
Elektronische Ressource
Japanisch
BANKING SOIL REINFORCEMENT METHOD AND BANKING SOIL REINFORCEMENT MEMBER
| Europäisches Patentamt | 2019
REINFORCEMENT BANKING CONSTRUCTION AND CONSTRUCTION METHOD OF REINFORCEMENT BANKING
| Europäisches Patentamt | 2020