A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BUILDING REPAIR METHOD
To provide a building repair method capable of inhibiting a deflection of a floor slab constituting a floor structure part at a cut end of the floor structure part and inhibiting breakage such as a crack in the floor slab in removing the floor structure part, which needs change in height, from an existing skeleton to change the height.SOLUTION: In a building repair method for removing a floor structure part 2, which needs change in height, in an existing skeleton K of a building from the existing skeleton K to change the height, a temporary reinforcement beam 6 is disposed along a cut end 21 of the floor structure part 2 to be removed from the existing skeleton K, the temporary reinforcement beam 6 is connected to a temporary pole 4, and the load of the floor structure part 2 on the cut end 21 side is supported by the temporary pole 4 via the temporary reinforcement beam 6.SELECTED DRAWING: Figure 7
【課題】高さ変更対象の床構造部を既存躯体から切り離して高さを変更する際に、床構造部の切断端部において、床構造部を構成する床スラブが撓むことを抑制して当該床スラブに割れ等の破損が生じるのを抑制することのできる建物改修方法を提供する。【解決手段】建物の既存躯体Ｋにおける高さ変更対象の床構造部２を既存躯体Ｋから切り離して高さを変更する建物改修方法であって、既存躯体Ｋから切り離される床構造部２の切断端部２１に沿って仮設補強梁６を配置するとともに、仮設補強梁６を仮設柱４に接続し、仮設補強梁６を介して床構造部２の切断端部２１側の荷重を仮設柱４にて支持する。【選択図】図７
BUILDING REPAIR METHOD
To provide a building repair method capable of inhibiting a deflection of a floor slab constituting a floor structure part at a cut end of the floor structure part and inhibiting breakage such as a crack in the floor slab in removing the floor structure part, which needs change in height, from an existing skeleton to change the height.SOLUTION: In a building repair method for removing a floor structure part 2, which needs change in height, in an existing skeleton K of a building from the existing skeleton K to change the height, a temporary reinforcement beam 6 is disposed along a cut end 21 of the floor structure part 2 to be removed from the existing skeleton K, the temporary reinforcement beam 6 is connected to a temporary pole 4, and the load of the floor structure part 2 on the cut end 21 side is supported by the temporary pole 4 via the temporary reinforcement beam 6.SELECTED DRAWING: Figure 7
【課題】高さ変更対象の床構造部を既存躯体から切り離して高さを変更する際に、床構造部の切断端部において、床構造部を構成する床スラブが撓むことを抑制して当該床スラブに割れ等の破損が生じるのを抑制することのできる建物改修方法を提供する。【解決手段】建物の既存躯体Ｋにおける高さ変更対象の床構造部２を既存躯体Ｋから切り離して高さを変更する建物改修方法であって、既存躯体Ｋから切り離される床構造部２の切断端部２１に沿って仮設補強梁６を配置するとともに、仮設補強梁６を仮設柱４に接続し、仮設補強梁６を介して床構造部２の切断端部２１側の荷重を仮設柱４にて支持する。【選択図】図７
BUILDING REPAIR METHOD
建物改修方法
KOJIMA KAZUTAKA (author) / NOZAWA HIROKAZU (author) / NISHIZAKI TAKASHI (author) / INOUE TAKASHI (author) / FUJITA KUNIHIRO (author) / HONDA YOSHIHISA (author) / ITAYA SHINJI (author) / YOSHIDA TOMONORI (author) / MIURA TETSUYA (author)
2022-06-09
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste