A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION CONTROL BUILDING
To provide a vibration control building improving safety through suppression of stress on a leg part of a multistory shear wall.SOLUTION: Multistory shear walls 30X and 30Y of a vibration control building 1 are provided with first wall columns 31X and 31Y, second wall columns 32X and 32Y, and third wall columns 33X and 33Y arranged in the same plane. The second wall columns 32X and 32Y and the third wall columns 33X and 33Y are placed at sides opposite to each other over the first wall columns 31X and 31Y and placed apart from the first wall columns 31X and 31Y, and are connected to the first wall columns 31X and 31Y by a plurality of boundary beams 35X, 35Y, 36X and 36Y. Cross sectional areas of the first wall columns 31X and 31Y are larger than those of the second wall columns 32X and 32Y and the third wall columns 33X and 33Y.SELECTED DRAWING: Figure 4
【課題】連層耐震壁の脚部に作用する応力を抑制することで安全性を高める。【解決手段】制振建物１の連層耐震壁３０Ｘ、３０Ｙは、同一面内に設けられる第１壁柱３１Ｘ、３１Ｙ、第２壁柱３２Ｘ、３２Ｙ、及び第３壁柱３３Ｘ、３３Ｙを備え、第２壁柱３２Ｘ、３２Ｙと第３壁柱３３Ｘ、３３Ｙは、幅方向において第１壁柱３１Ｘ、３１Ｙを挟んで互いに反対側に、第１壁柱３１Ｘ、３１Ｙから離間して設けられて、第１壁柱３１Ｘ、３１Ｙと複数の境界梁３５Ｘ、３５Ｙ、３６Ｘ、３６Ｙで接合され、第１壁柱３１Ｘ、３１Ｙの横断面積は、第２壁柱３２Ｘ、３２Ｙ及び第３壁柱３３Ｘ、３３Ｙの横断面積より大きい。【選択図】図４
VIBRATION CONTROL BUILDING
To provide a vibration control building improving safety through suppression of stress on a leg part of a multistory shear wall.SOLUTION: Multistory shear walls 30X and 30Y of a vibration control building 1 are provided with first wall columns 31X and 31Y, second wall columns 32X and 32Y, and third wall columns 33X and 33Y arranged in the same plane. The second wall columns 32X and 32Y and the third wall columns 33X and 33Y are placed at sides opposite to each other over the first wall columns 31X and 31Y and placed apart from the first wall columns 31X and 31Y, and are connected to the first wall columns 31X and 31Y by a plurality of boundary beams 35X, 35Y, 36X and 36Y. Cross sectional areas of the first wall columns 31X and 31Y are larger than those of the second wall columns 32X and 32Y and the third wall columns 33X and 33Y.SELECTED DRAWING: Figure 4
【課題】連層耐震壁の脚部に作用する応力を抑制することで安全性を高める。【解決手段】制振建物１の連層耐震壁３０Ｘ、３０Ｙは、同一面内に設けられる第１壁柱３１Ｘ、３１Ｙ、第２壁柱３２Ｘ、３２Ｙ、及び第３壁柱３３Ｘ、３３Ｙを備え、第２壁柱３２Ｘ、３２Ｙと第３壁柱３３Ｘ、３３Ｙは、幅方向において第１壁柱３１Ｘ、３１Ｙを挟んで互いに反対側に、第１壁柱３１Ｘ、３１Ｙから離間して設けられて、第１壁柱３１Ｘ、３１Ｙと複数の境界梁３５Ｘ、３５Ｙ、３６Ｘ、３６Ｙで接合され、第１壁柱３１Ｘ、３１Ｙの横断面積は、第２壁柱３２Ｘ、３２Ｙ及び第３壁柱３３Ｘ、３３Ｙの横断面積より大きい。【選択図】図４
VIBRATION CONTROL BUILDING
制振建物
KANAI KEIGO (author) / SHINOZAKI YOZO (author) / KIMURA YUICHI (author) / MISAWA DAIKI (author)
2022-06-07
Patent
Electronic Resource
Japanese
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015