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COLUMN MEMBER, COLUMN JOINT STRUCTURE, HEIGHT ADJUSTMENT METHOD, COLUMN-BEAM JOINT MEMBER, COLUMN-BEAM JOINT STRUCTURE, BEAM POSITION ADJUSTMENT METHOD, AND FRAME STRUCTURE
To make it efficient to construct a structure.SOLUTION: A column member 10 comprises: a column body part 11 which has a tapered outer peripheral surface 12 decreasing in diameter from one axial end 13 or nearby the one end toward the other end 14; and a recessed part 15 which is open in the end face 13 of the column body part 11 on one end side, and has a tapered end inner peripheral surface 16 extending axially in the column main body 11 and decreasing in diameter from the end face 13 toward the other end side of the column body part 11. The column member is so formed that an angle θ1 of inclination of an outer peripheral surface 12 to the axial direction and an angle θ2 of inclination of the inner peripheral surface 16 to the axial direction are equal to each other and an opening diameter D3 of the end face 13 of the recessed part 15 is larger than an outer diameter D2 of the other end side 14 of the colum body part 11.SELECTED DRAWING: Figure 3
【課題】構造物の施工の効率化を図る。【解決手段】柱部材10は、軸方向の一端13又は一端付近から他端14に向かうに従い縮径するテーパ状の外周面12を有する柱本体部11と、柱本体部11の一端側の端面13に開口するとともに、柱本体部11内を軸方向に延び、端面13から柱本体部11の他端側に向かうに従い縮径するテーパ状の内周面16を有する凹部15と、を備える。外周面12の軸方向に対する傾斜角θ1と、内周面16の軸方向に対する傾斜角θ2とが互いに等しい角度で形成されており、凹部15の端面13の開口径D3が、柱本体部11の他端側14の外径D2よりも大きく形成されている。【選択図】図3
COLUMN MEMBER, COLUMN JOINT STRUCTURE, HEIGHT ADJUSTMENT METHOD, COLUMN-BEAM JOINT MEMBER, COLUMN-BEAM JOINT STRUCTURE, BEAM POSITION ADJUSTMENT METHOD, AND FRAME STRUCTURE
To make it efficient to construct a structure.SOLUTION: A column member 10 comprises: a column body part 11 which has a tapered outer peripheral surface 12 decreasing in diameter from one axial end 13 or nearby the one end toward the other end 14; and a recessed part 15 which is open in the end face 13 of the column body part 11 on one end side, and has a tapered end inner peripheral surface 16 extending axially in the column main body 11 and decreasing in diameter from the end face 13 toward the other end side of the column body part 11. The column member is so formed that an angle θ1 of inclination of an outer peripheral surface 12 to the axial direction and an angle θ2 of inclination of the inner peripheral surface 16 to the axial direction are equal to each other and an opening diameter D3 of the end face 13 of the recessed part 15 is larger than an outer diameter D2 of the other end side 14 of the colum body part 11.SELECTED DRAWING: Figure 3
【課題】構造物の施工の効率化を図る。【解決手段】柱部材10は、軸方向の一端13又は一端付近から他端14に向かうに従い縮径するテーパ状の外周面12を有する柱本体部11と、柱本体部11の一端側の端面13に開口するとともに、柱本体部11内を軸方向に延び、端面13から柱本体部11の他端側に向かうに従い縮径するテーパ状の内周面16を有する凹部15と、を備える。外周面12の軸方向に対する傾斜角θ1と、内周面16の軸方向に対する傾斜角θ2とが互いに等しい角度で形成されており、凹部15の端面13の開口径D3が、柱本体部11の他端側14の外径D2よりも大きく形成されている。【選択図】図3
COLUMN MEMBER, COLUMN JOINT STRUCTURE, HEIGHT ADJUSTMENT METHOD, COLUMN-BEAM JOINT MEMBER, COLUMN-BEAM JOINT STRUCTURE, BEAM POSITION ADJUSTMENT METHOD, AND FRAME STRUCTURE
柱部材、柱接合構造、高さ調整方法、柱梁接合部材、柱梁接合構造、梁位置調整方法及び、架構構造物
YOSHIDA KIMIHIRO (author) / IMANAKA YASUTAKA (author) / MIKURA HIROAKI (author) / NISHIO YUGO (author)
2024-09-09
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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