A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To provide an antiseismic structure for wooden buildings that can have as large an opening as possible even if the south side of the building is narrow and can ensure sufficient seismic resistance at low cost.SOLUTION: There is provided an antiseismic structure 10 for wooden buildings, in which on the wall surface W of the wooden building B, a step 21 is set so that an upper surface 20a of an opening rising 20 at the position where the opening O is arranged is lower than an upper surface 12a of a rising 12 other than the position where the opening O is arranged. A pair of pillar members 22, 22 are erected at both ends of the upper surface 20a of the opening rising 20. An opening base 24 is arranged on the upper surface 20a of the opening rising 20 located between the pair of pillar members 22, 22. Pillar bases 22a, 22a of the pair of pillar members 22, 22 are sandwiched between a side surface 12b of the rising 12 formed by the step 21 and the opening base 24.SELECTED DRAWING: Figure 1
【課題】 建物の南側が狭小であってもできるだけ大きな開口部を配置することができ、低コストでも耐震性を十分に確保することが可能な木造建築物の耐震構造を提供する。【解決手段】 木造建築物の耐震構造１０であって、木造建築物Ｂの壁面Ｗにおいて、開口部Ｏが配設される位置の開口部立ち上がり２０の上面２０ａが、開口部Ｏが配設される位置以外の立ち上がり１２の上面１２ａより低くなるように段差２１を設け、開口部立ち上がり２０の上面２０ａにおける両端に一対の柱材２２，２２を立設し、一対の柱材２２，２２間に位置する開口部立ち上がり２０の上面２０ａに開口部土台２４を配設し、一対の柱材２２，２２の柱脚２２ａ，２２ａが、段差２１によって形成される立ち上がり１２の側面１２ｂと開口部土台２４とで挟み込まれることを特徴とする。【選択図】 図１
To provide an antiseismic structure for wooden buildings that can have as large an opening as possible even if the south side of the building is narrow and can ensure sufficient seismic resistance at low cost.SOLUTION: There is provided an antiseismic structure 10 for wooden buildings, in which on the wall surface W of the wooden building B, a step 21 is set so that an upper surface 20a of an opening rising 20 at the position where the opening O is arranged is lower than an upper surface 12a of a rising 12 other than the position where the opening O is arranged. A pair of pillar members 22, 22 are erected at both ends of the upper surface 20a of the opening rising 20. An opening base 24 is arranged on the upper surface 20a of the opening rising 20 located between the pair of pillar members 22, 22. Pillar bases 22a, 22a of the pair of pillar members 22, 22 are sandwiched between a side surface 12b of the rising 12 formed by the step 21 and the opening base 24.SELECTED DRAWING: Figure 1
【課題】 建物の南側が狭小であってもできるだけ大きな開口部を配置することができ、低コストでも耐震性を十分に確保することが可能な木造建築物の耐震構造を提供する。【解決手段】 木造建築物の耐震構造１０であって、木造建築物Ｂの壁面Ｗにおいて、開口部Ｏが配設される位置の開口部立ち上がり２０の上面２０ａが、開口部Ｏが配設される位置以外の立ち上がり１２の上面１２ａより低くなるように段差２１を設け、開口部立ち上がり２０の上面２０ａにおける両端に一対の柱材２２，２２を立設し、一対の柱材２２，２２間に位置する開口部立ち上がり２０の上面２０ａに開口部土台２４を配設し、一対の柱材２２，２２の柱脚２２ａ，２２ａが、段差２１によって形成される立ち上がり１２の側面１２ｂと開口部土台２４とで挟み込まれることを特徴とする。【選択図】 図１
ANTISEISMIC STRUCTURE
耐震構造
MITANI HISANOBU (author)
2021-02-22
Patent
Electronic Resource
Japanese
ANTISEISMIC STRUCTURE AND ANTISEISMIC REINFORCEMENT METHOD
| European Patent Office | 2017