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JOINING STRUCTURE BETWEEN COLUMN BODIES
PROBLEM TO BE SOLVED: To provide a joining structure between column bodies which can sufficiently absorb vibration energy generated by a large earthquake or the like without receiving an influence even if either of members is fixed to the column body ahead of the other by welding.SOLUTION: A structure between column bodies comprises: a first member 43 which is formed into a columnar shape, and has a hole 101; a second member 26 which is arranged above the first member 43, fixed to a column body 41 which is formed into a columnar shape, and has a penetration hole 33; an intervention structure 62 which is slightly contracted in a diameter smaller than the penetration hole 33 which is formed at the second member 26, fit into the penetration hole 33, and brought into a contact state contacting with a surface of the first member 43; and a fastening member for fastening those items by making a shaft of a bolt 63 penetrate at least the intervention structure 62 and the hole 101 of the first member 43. When a clearance between the first member 43 and the second member 26 is set as α, and a plate thickness of the intervention structure 62 as t, a relationship of t>α is satisfied.SELECTED DRAWING: Figure 2
【課題】何れか一方の部材が支柱に対して先に溶接により固定される場合においても、これにより影響を受けることなく大地震等による振動エネルギーを十分に吸収することが可能な柱体間の接合構造を提供する。【解決手段】柱状に形成されるとともに、孔101が形成される第1部材43と、第1部材43の上方に設けられて柱状に形成される柱体41に固定されるとともに、貫通孔33が形成される第2部材26と、第2部材26に形成された貫通孔33よりもわずかに縮径されて貫通孔33に嵌め込まれ、第1部材43の表面に接触された状態とされる介装構造体62と、少なくとも介装構造体62及び第1部材43の孔101にボルト63の軸を貫通させることによりこれらを締結する締結部材とを備え、第1部材43と第2部材26との間隙をαとし、介装構造体62の板厚をtとしたとき、t>αとされていることを特徴とする。【選択図】図2
JOINING STRUCTURE BETWEEN COLUMN BODIES
PROBLEM TO BE SOLVED: To provide a joining structure between column bodies which can sufficiently absorb vibration energy generated by a large earthquake or the like without receiving an influence even if either of members is fixed to the column body ahead of the other by welding.SOLUTION: A structure between column bodies comprises: a first member 43 which is formed into a columnar shape, and has a hole 101; a second member 26 which is arranged above the first member 43, fixed to a column body 41 which is formed into a columnar shape, and has a penetration hole 33; an intervention structure 62 which is slightly contracted in a diameter smaller than the penetration hole 33 which is formed at the second member 26, fit into the penetration hole 33, and brought into a contact state contacting with a surface of the first member 43; and a fastening member for fastening those items by making a shaft of a bolt 63 penetrate at least the intervention structure 62 and the hole 101 of the first member 43. When a clearance between the first member 43 and the second member 26 is set as α, and a plate thickness of the intervention structure 62 as t, a relationship of t>α is satisfied.SELECTED DRAWING: Figure 2
【課題】何れか一方の部材が支柱に対して先に溶接により固定される場合においても、これにより影響を受けることなく大地震等による振動エネルギーを十分に吸収することが可能な柱体間の接合構造を提供する。【解決手段】柱状に形成されるとともに、孔101が形成される第1部材43と、第1部材43の上方に設けられて柱状に形成される柱体41に固定されるとともに、貫通孔33が形成される第2部材26と、第2部材26に形成された貫通孔33よりもわずかに縮径されて貫通孔33に嵌め込まれ、第1部材43の表面に接触された状態とされる介装構造体62と、少なくとも介装構造体62及び第1部材43の孔101にボルト63の軸を貫通させることによりこれらを締結する締結部材とを備え、第1部材43と第2部材26との間隙をαとし、介装構造体62の板厚をtとしたとき、t>αとされていることを特徴とする。【選択図】図2
JOINING STRUCTURE BETWEEN COLUMN BODIES
柱体間の接合構造
SATO TAKANORI (Autor:in)
02.11.2017
Patent
Elektronische Ressource
Japanisch
COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
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|COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
Europäisches Patentamt | 2017
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