A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION DAMPING BUILDING
To realize, with a simple configuration, a structure in which the shear force borne by the boundary beam can be smoothly transmitted to the continuous shear wall.SOLUTION: The vibration damping is provided with a continuous shear wall 30 over a plurality of floors, including a first wall pillar 31 and a second wall pillar 32 arranged in the same plane, and a first boundary beam 35 made of steel that connects the first wall pillar 31 and the second wall pillar 32. The first boundary beam 35 has an H-shaped beam end portion 50 when viewed in longitudinal section. A vibration energy absorbing portion 37 is provided at the center of the beam in the material axis direction X. Each of the beam end portions 50 is buried in the first wall pillar 31 and the second wall pillar 32. A horizontal rib reinforcing material 56 is provided in the buried portion of one or both of the beam end portions 50 so as to extend horizontally on the beam side surface.SELECTED DRAWING: Figure 2
【課題】境界梁が負担するせん断力を、連層耐震壁にスムーズに伝達させることができる構造を、簡易な構成で実現することを可能とする。【解決手段】制振建物は、複数階に亘って連層耐震壁３０が設けられ、同一面内に配置される第１壁柱３１、及び第２壁柱３２と、第１壁柱３１と第２壁柱３２を連結する鋼製の第１境界梁３５と、を備え、第１境界梁３５は、梁端部５０の縦断面視がＨ形状であり、材軸方向Ｘの梁中央部には振動エネルギー吸収部３７が設けられ、梁端部５０の各々は、第１壁柱３１と第２壁柱３２に埋設され、梁端部５０のいずれか一方または双方の埋設された部分に、梁側面に水平方向に延在するように水平リブ補強材５６が設けられている。【選択図】図２
VIBRATION DAMPING BUILDING
To realize, with a simple configuration, a structure in which the shear force borne by the boundary beam can be smoothly transmitted to the continuous shear wall.SOLUTION: The vibration damping is provided with a continuous shear wall 30 over a plurality of floors, including a first wall pillar 31 and a second wall pillar 32 arranged in the same plane, and a first boundary beam 35 made of steel that connects the first wall pillar 31 and the second wall pillar 32. The first boundary beam 35 has an H-shaped beam end portion 50 when viewed in longitudinal section. A vibration energy absorbing portion 37 is provided at the center of the beam in the material axis direction X. Each of the beam end portions 50 is buried in the first wall pillar 31 and the second wall pillar 32. A horizontal rib reinforcing material 56 is provided in the buried portion of one or both of the beam end portions 50 so as to extend horizontally on the beam side surface.SELECTED DRAWING: Figure 2
【課題】境界梁が負担するせん断力を、連層耐震壁にスムーズに伝達させることができる構造を、簡易な構成で実現することを可能とする。【解決手段】制振建物は、複数階に亘って連層耐震壁３０が設けられ、同一面内に配置される第１壁柱３１、及び第２壁柱３２と、第１壁柱３１と第２壁柱３２を連結する鋼製の第１境界梁３５と、を備え、第１境界梁３５は、梁端部５０の縦断面視がＨ形状であり、材軸方向Ｘの梁中央部には振動エネルギー吸収部３７が設けられ、梁端部５０の各々は、第１壁柱３１と第２壁柱３２に埋設され、梁端部５０のいずれか一方または双方の埋設された部分に、梁側面に水平方向に延在するように水平リブ補強材５６が設けられている。【選択図】図２
VIBRATION DAMPING BUILDING
制振建物
ROPPONGI GENTA (author) / KIMURA YUICHI (author) / YASUDA SATOSHI (author) / YAMAGATA YUKI (author) / MISAWA DAIKI (author)
2024-03-07
Patent
Electronic Resource
Japanese