Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BUCKLING PREVENTION MEMBER AND REINFORCEMENT STRUCTURE OF COLUMN
To provide a buckling prevention member and a reinforcement structure of a column capable of being applied also to an existing column and reinforcing the column effectively.SOLUTION: The buckling prevention member 10 is arranged on an outside surface of a column 3 along a longitudinal direction of the column 3. The buckling prevention member 10 is arranged over the entire length of the column 3. A reinforcement vertical member 15 is arranged along a vertical direction of the column 3 over the substantially entire length. A holding member 11a is arranged near both ends in longitudinal direction of the reinforcement vertical member 15 and a holding member 11b is arranged near center in longitudinal direction of the reinforcement vertical member 15. A standing member 19 standing as to face opposite side of the column 3 is arranged at substantially center in longitudinal direction of the reinforcement vertical member 15. The holding member 11a arranged at both ends in vertical direction of the reinforcement vertical member 15 and an end of the standing member 19 are coupled by a reinforcement diagonal member 17.SELECTED DRAWING: Figure 1
【課題】 既存柱にも適用が可能であり、効率よく柱を補強することが可能な座屈防止部材及び柱の補強構造を提供する。【解決手段】 柱３の長手方向に沿って、柱３の外面には座屈防止部材１０が配置される。座屈防止部材１０は、柱３の全長にわたって配置される。補強縦部材１５は、柱３の上下方向に沿って略全長にわたって配置される。補強縦部材１５の長手方向の両端部近傍には固定部材１１ａが配置され、補強縦部材１５の長手方向の中央部近傍には固定部材１１ｂが配置される。補強縦部材１５の長手方向の略中央部には、柱３とは逆側に向くように起立する起立部材１９が配置される。補強縦部材１５の上下方向の両端に配置された固定部材１１ａと起立部材１９の端部とは、補強斜材１７によって連結される。【選択図】図１
BUCKLING PREVENTION MEMBER AND REINFORCEMENT STRUCTURE OF COLUMN
To provide a buckling prevention member and a reinforcement structure of a column capable of being applied also to an existing column and reinforcing the column effectively.SOLUTION: The buckling prevention member 10 is arranged on an outside surface of a column 3 along a longitudinal direction of the column 3. The buckling prevention member 10 is arranged over the entire length of the column 3. A reinforcement vertical member 15 is arranged along a vertical direction of the column 3 over the substantially entire length. A holding member 11a is arranged near both ends in longitudinal direction of the reinforcement vertical member 15 and a holding member 11b is arranged near center in longitudinal direction of the reinforcement vertical member 15. A standing member 19 standing as to face opposite side of the column 3 is arranged at substantially center in longitudinal direction of the reinforcement vertical member 15. The holding member 11a arranged at both ends in vertical direction of the reinforcement vertical member 15 and an end of the standing member 19 are coupled by a reinforcement diagonal member 17.SELECTED DRAWING: Figure 1
【課題】 既存柱にも適用が可能であり、効率よく柱を補強することが可能な座屈防止部材及び柱の補強構造を提供する。【解決手段】 柱３の長手方向に沿って、柱３の外面には座屈防止部材１０が配置される。座屈防止部材１０は、柱３の全長にわたって配置される。補強縦部材１５は、柱３の上下方向に沿って略全長にわたって配置される。補強縦部材１５の長手方向の両端部近傍には固定部材１１ａが配置され、補強縦部材１５の長手方向の中央部近傍には固定部材１１ｂが配置される。補強縦部材１５の長手方向の略中央部には、柱３とは逆側に向くように起立する起立部材１９が配置される。補強縦部材１５の上下方向の両端に配置された固定部材１１ａと起立部材１９の端部とは、補強斜材１７によって連結される。【選択図】図１
BUCKLING PREVENTION MEMBER AND REINFORCEMENT STRUCTURE OF COLUMN
座屈防止部材及び柱の補強構造
ABE SHUHEI (Autor:in) / KAWASHIMA YASUYUKI (Autor:in)
17.09.2020
Patent
Elektronische Ressource
Japanisch
REINFORCEMENT METHOD FOR HOLLOW COLUMN MEMBER AND REINFORCEMENT COLUMN MEMBER
| Europäisches Patentamt | 2019
BUILDING REINFORCEMENT STRUCTURE, BUILDING REINFORCEMENT METHOD AND COLUMN REINFORCEMENT MEMBER
| Europäisches Patentamt | 2019
The Sleeved Column Buckling-Restrained Compression Member
| British Library Conference Proceedings | 2003