A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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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