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COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
PROBLEM TO BE SOLVED: To provide a column beam joining structure which can integrally join steel rods or bolts which are fixed to upper and lower column members of a joining part without using a mechanical joint, and a column beam joining method.SOLUTION: A column beam joining structure 10 formed by joining a wooden column member 12 and a wooden beam member 14 via a joint member 16 composed of a material which is harder than wood, comprises: protruded hardware 16A which is provided at a side end face of the joint member 16, and connected to the beam member 14; joining steel frame members 16B which are arranged at upper and lower end faces of the joint member 16, and connect an upper-side column member 12A and a lower-side column member 12B; and steel rods or bolts 22 which are inserted into the upper-side column member 12A and the lower-side column member 12B in a vertical direction, made to fixedly adhere thereto, and joined to the joining steel frame member 16B at an end part side.SELECTED DRAWING: Figure 1
【課題】接合部の上下の柱部材にそれぞれ固定された鋼棒またはボルト同士を、機械式継手を用いずに一体化接合することのできる柱梁接合構造および柱梁接合方法を提供する。【解決手段】木質の柱部材12と木質の梁部材14とを木材よりも硬質の材料からなる仕口部材16を介して接合してなる柱梁接合構造10であって、仕口部材16の側端面に設けられ、梁部材14と接続するための突出金物16Aと、仕口部材16の上下端面に設けられ、上側柱部材12Aおよび下側柱部材12Bと接続するための接合用鉄骨部材16Bと、上側柱部材12Aおよび下側柱部材12Bに上下方向に挿入配置され、ここに付着固定されるとともに、端部側で接合用鉄骨部材16Bに接合された鋼棒またはボルト22とを備えるようにする。【選択図】図1
COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
PROBLEM TO BE SOLVED: To provide a column beam joining structure which can integrally join steel rods or bolts which are fixed to upper and lower column members of a joining part without using a mechanical joint, and a column beam joining method.SOLUTION: A column beam joining structure 10 formed by joining a wooden column member 12 and a wooden beam member 14 via a joint member 16 composed of a material which is harder than wood, comprises: protruded hardware 16A which is provided at a side end face of the joint member 16, and connected to the beam member 14; joining steel frame members 16B which are arranged at upper and lower end faces of the joint member 16, and connect an upper-side column member 12A and a lower-side column member 12B; and steel rods or bolts 22 which are inserted into the upper-side column member 12A and the lower-side column member 12B in a vertical direction, made to fixedly adhere thereto, and joined to the joining steel frame member 16B at an end part side.SELECTED DRAWING: Figure 1
【課題】接合部の上下の柱部材にそれぞれ固定された鋼棒またはボルト同士を、機械式継手を用いずに一体化接合することのできる柱梁接合構造および柱梁接合方法を提供する。【解決手段】木質の柱部材12と木質の梁部材14とを木材よりも硬質の材料からなる仕口部材16を介して接合してなる柱梁接合構造10であって、仕口部材16の側端面に設けられ、梁部材14と接続するための突出金物16Aと、仕口部材16の上下端面に設けられ、上側柱部材12Aおよび下側柱部材12Bと接続するための接合用鉄骨部材16Bと、上側柱部材12Aおよび下側柱部材12Bに上下方向に挿入配置され、ここに付着固定されるとともに、端部側で接合用鉄骨部材16Bに接合された鋼棒またはボルト22とを備えるようにする。【選択図】図1
COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
柱梁接合構造および柱梁接合方法
SADAHIRO OSAMU (author) / KIMURA MAKOTO (author) / TAMURA JUNICHI (author) / HAMA TOMOKI (author) / KAWACHI TAKESHI (author) / TSUHATA SHINYA (author) / FUJIWARA SHINICHIRO (author)
2017-08-03
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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