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JOINING STRUCTURE BETWEEN MEMBERS AND JOINING STRUCTURE OF BEAM BODY AND COLUMN BODY
PROBLEM TO BE SOLVED: To provide a joining structure between members which can withstand vibration energy generated by a large earthquake or the like by bearing pressure without causing the relative displacement of a member with respect to a columnar support.SOLUTION: A joining structure between members comprises: a first member 43 in which a hole 101 is formed; a second member 26 in which a penetration hole 33 is formed, and which is fixed to a column body 41; an intervention structure 62 which is embedded into the penetration hole 33 formed at the second member 26, and brought into a state of contacting with a surface of the first member 43; and a bolt 63 and a nut 64 for fastening the members and the intervention structure by making a shaft of the bolt 63 penetrate at least the intervention structure 62 and the hole 101 of the first member 43. The intervention structure 62 is dug into the first member 43 by being fastened to the bolt 63 and the nut 64.SELECTED DRAWING: Figure 4
【課題】部材が支柱に対して相対変位することなく、大地震等による振動エネルギーを支圧によって抵抗することが可能な部材間の接合構造を提供する。【解決手段】孔１０１が形成される第１部材４３と、貫通孔３３が形成され、柱体４１に固定される第２部材２６と、第２部材２６に形成された貫通孔３３に嵌め込まれ、第１部材４１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ボルト６３とナット６４とを備え、介装構造体６２は、ボルト６３とナット６４に締結されることにより、第１部材４３にめり込まれることを特徴とする。【選択図】図４
JOINING STRUCTURE BETWEEN MEMBERS AND JOINING STRUCTURE OF BEAM BODY AND COLUMN BODY
PROBLEM TO BE SOLVED: To provide a joining structure between members which can withstand vibration energy generated by a large earthquake or the like by bearing pressure without causing the relative displacement of a member with respect to a columnar support.SOLUTION: A joining structure between members comprises: a first member 43 in which a hole 101 is formed; a second member 26 in which a penetration hole 33 is formed, and which is fixed to a column body 41; an intervention structure 62 which is embedded into the penetration hole 33 formed at the second member 26, and brought into a state of contacting with a surface of the first member 43; and a bolt 63 and a nut 64 for fastening the members and the intervention structure by making a shaft of the bolt 63 penetrate at least the intervention structure 62 and the hole 101 of the first member 43. The intervention structure 62 is dug into the first member 43 by being fastened to the bolt 63 and the nut 64.SELECTED DRAWING: Figure 4
【課題】部材が支柱に対して相対変位することなく、大地震等による振動エネルギーを支圧によって抵抗することが可能な部材間の接合構造を提供する。【解決手段】孔１０１が形成される第１部材４３と、貫通孔３３が形成され、柱体４１に固定される第２部材２６と、第２部材２６に形成された貫通孔３３に嵌め込まれ、第１部材４１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ボルト６３とナット６４とを備え、介装構造体６２は、ボルト６３とナット６４に締結されることにより、第１部材４３にめり込まれることを特徴とする。【選択図】図４
JOINING STRUCTURE BETWEEN MEMBERS AND JOINING STRUCTURE OF BEAM BODY AND COLUMN BODY
部材間の接合構造及び梁体と柱体の接合構造
SATO TAKANORI (author)
2017-11-02
Patent
Electronic Resource
Japanese
IPC:
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
/
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
F16B
DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES
,
Vorrichtungen zum Befestigen oder Sichern von Konstruktionselementen oder Maschinenteilen, z.B. Nägel, Bolzen, Schrauben, Sprengringe, Klemmen, Klammern oder Keile
/
F16F
SPRINGS
,
Federn
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