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A platform for research: civil engineering, architecture and urbanism
CONNECTION STRUCTURE OF WOODEN POLE AND WOODEN BEAM AND CONSTRUCTION METHOD THEREOF
To provide a connection structure of a wooden pole and a wooden beam having a superior workability and capable of preventing a damage of the beam, and its construction method.SOLUTION: The connection structure 1 comprises a first wooden pole member 6, a second wooden pole member arranged above the first pole member 6, a long member 15 such as a steel rod having a lower end side and an upper end side mounted to the first pole member 6 and the second pole member respectively, a wooden beam member 8 and a connection body 4 arranged between the first pole member 6 and the second pole member and with which the beam member 8 is connected. No crack occurs in earthquake as the end part of the beam member 8 is supported by a lower support part 20 of the connection body 4 from below and is supported by an upper support member 5 fixed to the connection body 4 as well. In addition, as an adhesion work of a lower end part of the long member 15 to the first pole member 6 is performed at a factory, an adhesion work at a site is only an adhesion work of an upper end part of the long member 15 to the second pole member.SELECTED DRAWING: Figure 2
【課題】施工性がよく、梁の損傷を防ぐことのできる木質の柱と木質の梁との接合構造及びその構築方法を提供する。【解決手段】接合構造１は、木質の第１柱部材６と、第１柱部材６の上方に配置された木質の第２柱部材と、下端側及び上端側がそれぞれ第１柱部６材及び第２柱部材に固定された鋼棒等の長尺材１５と、木質の梁部材８と、第１柱部材６及び第２柱部材の間に配置され、梁部材８が接合する接合体４とを備える。梁部材８の端部は、接合体４の下支持部２０によって下方から支持されるとともに、接合体４に固定された上支持部材５によって上方から支持されるため、地震時に割れが生じない。また、長尺材１５の下端部の第１柱部材６への接着作業は工場で行われるため、現場での接着作業は、長尺材１５の上端部の第２柱部材への接着作業のみとなる。【選択図】図２
CONNECTION STRUCTURE OF WOODEN POLE AND WOODEN BEAM AND CONSTRUCTION METHOD THEREOF
To provide a connection structure of a wooden pole and a wooden beam having a superior workability and capable of preventing a damage of the beam, and its construction method.SOLUTION: The connection structure 1 comprises a first wooden pole member 6, a second wooden pole member arranged above the first pole member 6, a long member 15 such as a steel rod having a lower end side and an upper end side mounted to the first pole member 6 and the second pole member respectively, a wooden beam member 8 and a connection body 4 arranged between the first pole member 6 and the second pole member and with which the beam member 8 is connected. No crack occurs in earthquake as the end part of the beam member 8 is supported by a lower support part 20 of the connection body 4 from below and is supported by an upper support member 5 fixed to the connection body 4 as well. In addition, as an adhesion work of a lower end part of the long member 15 to the first pole member 6 is performed at a factory, an adhesion work at a site is only an adhesion work of an upper end part of the long member 15 to the second pole member.SELECTED DRAWING: Figure 2
【課題】施工性がよく、梁の損傷を防ぐことのできる木質の柱と木質の梁との接合構造及びその構築方法を提供する。【解決手段】接合構造１は、木質の第１柱部材６と、第１柱部材６の上方に配置された木質の第２柱部材と、下端側及び上端側がそれぞれ第１柱部６材及び第２柱部材に固定された鋼棒等の長尺材１５と、木質の梁部材８と、第１柱部材６及び第２柱部材の間に配置され、梁部材８が接合する接合体４とを備える。梁部材８の端部は、接合体４の下支持部２０によって下方から支持されるとともに、接合体４に固定された上支持部材５によって上方から支持されるため、地震時に割れが生じない。また、長尺材１５の下端部の第１柱部材６への接着作業は工場で行われるため、現場での接着作業は、長尺材１５の上端部の第２柱部材への接着作業のみとなる。【選択図】図２
CONNECTION STRUCTURE OF WOODEN POLE AND WOODEN BEAM AND CONSTRUCTION METHOD THEREOF
木質の柱と木質の梁との接合構造及びその構築方法
SHIROYAMA TAKASHI (author) / TOKUTAKE SHIGETAKA (author) / SATO MARE (author)
2020-11-12
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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