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A platform for research: civil engineering, architecture and urbanism
AXIAL FORCE INTRODUCTION DEVICE OF VIBRATION CONTROL REINFORCEMENT FRAME COLUMN
To prevent a support post constituting a vibration control reinforcement frame from extending due to influence of heat, when the vibration control reinforcement frame for vibration controlling a main structure is constructed so as to be parallel to a structure plane of the main structure, outside of the structure plane of the main structure of an existing or newly constructed concrete or steel main structure.SOLUTION: An axial force introduction device 7 is constituted of auxiliary columns 8 and 8 erected in parallel with a support post 2 at a position sandwiching the support post 2 or a position surrounding the support post on a plane, a reaction force receiving material 9 which is installed on a support material 23 at the uppermost part of the support post 2 and is joined to the auxiliary columns 8, and an axial force introduction material 10 which imparts tensile force parallel to the axial direction of the support post 2 to the reaction force receiving material 9, and when imparting the tensile force to the reaction force receiving material 9, the axial force introduction material 10 introduces a compressive force as the reaction force of the tensile force to the support material 23 at the uppermost part in the axial direction.SELECTED DRAWING: Figure 1
【課題】既存の、あるいは新設のコンクリート造、鉄骨造等の主構造体の構面外に、主構造体を制震補強する制震補強架構を主構造体の構面に平行に構築する際に、制震補強架構を構成する支柱が熱の影響で伸長することを防止する。【解決手段】平面上、前記支柱２を挟んだ位置、または包囲した位置に前記支柱２に平行に立設される補助柱８、８と、前記支柱２の最上部の前記支柱材２３上に設置され、前記補助柱８に接合される反力受け材９と、この反力受け材９に前記支柱２の軸方向に平行な方向の引張力を付与する軸力導入材１０から軸力導入装置７を構成し、軸力導入材１０が反力受け材９に引張力を付与するときに、その引張力の反力としての圧縮力を最上部の支柱材２３に軸方向に導入する。【選択図】図１
AXIAL FORCE INTRODUCTION DEVICE OF VIBRATION CONTROL REINFORCEMENT FRAME COLUMN
To prevent a support post constituting a vibration control reinforcement frame from extending due to influence of heat, when the vibration control reinforcement frame for vibration controlling a main structure is constructed so as to be parallel to a structure plane of the main structure, outside of the structure plane of the main structure of an existing or newly constructed concrete or steel main structure.SOLUTION: An axial force introduction device 7 is constituted of auxiliary columns 8 and 8 erected in parallel with a support post 2 at a position sandwiching the support post 2 or a position surrounding the support post on a plane, a reaction force receiving material 9 which is installed on a support material 23 at the uppermost part of the support post 2 and is joined to the auxiliary columns 8, and an axial force introduction material 10 which imparts tensile force parallel to the axial direction of the support post 2 to the reaction force receiving material 9, and when imparting the tensile force to the reaction force receiving material 9, the axial force introduction material 10 introduces a compressive force as the reaction force of the tensile force to the support material 23 at the uppermost part in the axial direction.SELECTED DRAWING: Figure 1
【課題】既存の、あるいは新設のコンクリート造、鉄骨造等の主構造体の構面外に、主構造体を制震補強する制震補強架構を主構造体の構面に平行に構築する際に、制震補強架構を構成する支柱が熱の影響で伸長することを防止する。【解決手段】平面上、前記支柱２を挟んだ位置、または包囲した位置に前記支柱２に平行に立設される補助柱８、８と、前記支柱２の最上部の前記支柱材２３上に設置され、前記補助柱８に接合される反力受け材９と、この反力受け材９に前記支柱２の軸方向に平行な方向の引張力を付与する軸力導入材１０から軸力導入装置７を構成し、軸力導入材１０が反力受け材９に引張力を付与するときに、その引張力の反力としての圧縮力を最上部の支柱材２３に軸方向に導入する。【選択図】図１
AXIAL FORCE INTRODUCTION DEVICE OF VIBRATION CONTROL REINFORCEMENT FRAME COLUMN
制震補強架構柱の軸力導入装置
SHIOBARA HITOSHI (author) / INOUE YOSHIO (author) / YOKOTA KENJI (author) / OKA KOJI (author)
2018-12-27
Patent
Electronic Resource
Japanese
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