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A platform for research: civil engineering, architecture and urbanism
COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
PROBLEM TO BE SOLVED: To provide a column beam joining structure which can easily and integrally join steel rods which are fixed to upper and lower column members of a joining part, and is excellent in construction performance, 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; and steel rods 22 which are inserted in a vertical direction for connecting the joint member 16 and an upper-side column member 12A and a lower-side column member 12B which are arranged above and below the joint member. The steel rods 22 are composed of deformed bars 22B and screw-shaped screw parts 22A, and the screw parts 22A are inserted into the upper-side column member 12A and the lower-side column member 12B, and made to fixedly adhere thereto. The deformed bars 22B are inserted into the joint member 16, and joined to reinforcement joints 18 and 20.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同士を容易に一体化接合することのできる施工性に優れた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とその上下にそれぞれ設けられる上側柱部材１２Ａおよび下側柱部材１２Ｂとを接続するために上下方向に挿入配置される鋼棒２２とを備え、鋼棒２２は異形鉄筋部２２Ｂとネジ形状のネジ部２２Ａとからなり、ネジ部２２Ａは上側柱部材１２Ａおよび下側柱部材１２Ｂに挿入配置されてここに付着固定され、異形鉄筋部２２Ｂは仕口部材１６に挿入配置されて鉄筋継手１８、２０に接合されるようにする。【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 easily and integrally join steel rods which are fixed to upper and lower column members of a joining part, and is excellent in construction performance, 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; and steel rods 22 which are inserted in a vertical direction for connecting the joint member 16 and an upper-side column member 12A and a lower-side column member 12B which are arranged above and below the joint member. The steel rods 22 are composed of deformed bars 22B and screw-shaped screw parts 22A, and the screw parts 22A are inserted into the upper-side column member 12A and the lower-side column member 12B, and made to fixedly adhere thereto. The deformed bars 22B are inserted into the joint member 16, and joined to reinforcement joints 18 and 20.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同士を容易に一体化接合することのできる施工性に優れた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とその上下にそれぞれ設けられる上側柱部材１２Ａおよび下側柱部材１２Ｂとを接続するために上下方向に挿入配置される鋼棒２２とを備え、鋼棒２２は異形鉄筋部２２Ｂとネジ形状のネジ部２２Ａとからなり、ネジ部２２Ａは上側柱部材１２Ａおよび下側柱部材１２Ｂに挿入配置されてここに付着固定され、異形鉄筋部２２Ｂは仕口部材１６に挿入配置されて鉄筋継手１８、２０に接合されるようにする。【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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