A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE RESISTANT STRENGTHENING STRUCTURE
PROBLEM TO BE SOLVED: To provide a miniaturized earthquake resistant strengthening structure, while restraining labor of construction at a job site.SOLUTION: An earthquake resistant strengthening structure 10 comprises a plurality of joint bodies 2 separately arranged in the height direction of a building 1 and the width direction of the building 1 crossing with the height direction in a skeleton 12 of the existing building 1 and joined to the skeleton 12 so as to project from the skeleton 12, an oblique brace 5 for connecting a pair of mutual joint bodies 2 separately arranged in the height direction and the width direction and horizontal braces 6A and 6B for mutually connecting the base end side of one joint body 2 and the tip side of the other joint body 2 in the pair of mutual joint bodies 2 separately arranged in the width direction.SELECTED DRAWING: Figure 1
【課題】現場での施工の手間を抑えつつ、小型化された耐震補強構造を提供する。【解決手段】耐震補強構造１０は、既存の建築物１の躯体１２に、建築物１の高さ方向及び高さ方向と交差する建築物１の幅方向に離間して配置され、躯体１２から突出するように躯体１２に接合された複数の接合体２と、高さ方向且つ幅方向に離間して配置された一対の接合体２同士を連結する斜めブレース５と、幅方向に離間して配置された一対の接合体２同士を、一の接合体２の基端側と他の接合体２の先端側とを互いに連結する水平ブレース６Ａ，６Ｂと、を備えることを特徴とする。【選択図】図１
EARTHQUAKE RESISTANT STRENGTHENING STRUCTURE
PROBLEM TO BE SOLVED: To provide a miniaturized earthquake resistant strengthening structure, while restraining labor of construction at a job site.SOLUTION: An earthquake resistant strengthening structure 10 comprises a plurality of joint bodies 2 separately arranged in the height direction of a building 1 and the width direction of the building 1 crossing with the height direction in a skeleton 12 of the existing building 1 and joined to the skeleton 12 so as to project from the skeleton 12, an oblique brace 5 for connecting a pair of mutual joint bodies 2 separately arranged in the height direction and the width direction and horizontal braces 6A and 6B for mutually connecting the base end side of one joint body 2 and the tip side of the other joint body 2 in the pair of mutual joint bodies 2 separately arranged in the width direction.SELECTED DRAWING: Figure 1
【課題】現場での施工の手間を抑えつつ、小型化された耐震補強構造を提供する。【解決手段】耐震補強構造１０は、既存の建築物１の躯体１２に、建築物１の高さ方向及び高さ方向と交差する建築物１の幅方向に離間して配置され、躯体１２から突出するように躯体１２に接合された複数の接合体２と、高さ方向且つ幅方向に離間して配置された一対の接合体２同士を連結する斜めブレース５と、幅方向に離間して配置された一対の接合体２同士を、一の接合体２の基端側と他の接合体２の先端側とを互いに連結する水平ブレース６Ａ，６Ｂと、を備えることを特徴とする。【選択図】図１
EARTHQUAKE RESISTANT STRENGTHENING STRUCTURE
耐震補強構造
SAGAWA TAKAYUKI (author)
2016-12-22
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
EARTHQUAKE RESISTANT STRENGTHENING STRUCTURE OF HOLLOW STEEL COLUMN
| European Patent Office | 2019