Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COLUMN-BEAM JOINT STRUCTURE, AND METHOD OF JOINING COLUMN AND BEAM
To provide a column-beam joint structure and a method of joining a column and a beam capable of optionally setting a rupture style of a joint portion, improving construction efficiency and securing construction accuracy.SOLUTION: A column-beam joint structure 10 is formed by joining a wooden column member 12 and a wooden beam member 14 via a joint member 16 made of a material harder than wood. The column-beam joint structure 10 comprises: a connecting steel frame members 22 for connecting with an upper column member 12A and a lower column member 12B which are provided on upper and lower end faces of the joint member 16 via an axial force transmission member 20; steel rods 30 inserted into and disposed inside the joint member 16 in a vertical direction and connected with the connecting steel frame members 22 at end portion sides; and steel rods 42 which are inserted into and disposed inside the upper column member 12A and the lower column member 12B in a vertical direction and screwed or stuck so as to be fixed there and which are connected with the connecting steel frame members 22 at end portion sides.SELECTED DRAWING: Figure 1
【課題】接合部の破壊形式を任意に設定できて、施工効率の向上と施工精度の確保を図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の上下端面に軸力伝達部材２０を介して設けられ、上側柱部材１２Ａおよび下側柱部材１２Ｂと接続するための接続用鉄骨部材２２と、仕口部材１６の内部に上下方向に挿入配置され、端部側で接続用鉄骨部材２２に接合された棒鋼３０と、上側柱部材１２Ａおよび下側柱部材１２Ｂの内部に上下方向に挿入配置され、ここにねじ固定或いは付着固定されるとともに、端部側で接続用鉄骨部材２２に接合された棒鋼４２とを備えるようにする。【選択図】図１
COLUMN-BEAM JOINT STRUCTURE, AND METHOD OF JOINING COLUMN AND BEAM
To provide a column-beam joint structure and a method of joining a column and a beam capable of optionally setting a rupture style of a joint portion, improving construction efficiency and securing construction accuracy.SOLUTION: A column-beam joint structure 10 is formed by joining a wooden column member 12 and a wooden beam member 14 via a joint member 16 made of a material harder than wood. The column-beam joint structure 10 comprises: a connecting steel frame members 22 for connecting with an upper column member 12A and a lower column member 12B which are provided on upper and lower end faces of the joint member 16 via an axial force transmission member 20; steel rods 30 inserted into and disposed inside the joint member 16 in a vertical direction and connected with the connecting steel frame members 22 at end portion sides; and steel rods 42 which are inserted into and disposed inside the upper column member 12A and the lower column member 12B in a vertical direction and screwed or stuck so as to be fixed there and which are connected with the connecting steel frame members 22 at end portion sides.SELECTED DRAWING: Figure 1
【課題】接合部の破壊形式を任意に設定できて、施工効率の向上と施工精度の確保を図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の上下端面に軸力伝達部材２０を介して設けられ、上側柱部材１２Ａおよび下側柱部材１２Ｂと接続するための接続用鉄骨部材２２と、仕口部材１６の内部に上下方向に挿入配置され、端部側で接続用鉄骨部材２２に接合された棒鋼３０と、上側柱部材１２Ａおよび下側柱部材１２Ｂの内部に上下方向に挿入配置され、ここにねじ固定或いは付着固定されるとともに、端部側で接続用鉄骨部材２２に接合された棒鋼４２とを備えるようにする。【選択図】図１
COLUMN-BEAM JOINT STRUCTURE, AND METHOD OF JOINING COLUMN AND BEAM
柱梁接合構造および柱梁接合方法
TATEISHI YASUTOSHI (Autor:in) / KIMURA MAKOTO (Autor:in) / SADAHIRO OSAMU (Autor:in) / TSUHATA SHINYA (Autor:in) / KAWACHI TAKESHI (Autor:in) / HAMA TOMOKI (Autor:in) / NAKAJIMA TADAHIRO (Autor:in)
09.01.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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