A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN JOINT STRUCTURE AND COLUMN BEAM JOINT STRUCTURE
To provide a column joint structure and a column-beam joint structure capable of ensuring the fire resistance of a joint portion between a concrete member and a wooden column member.SOLUTION: There is provided a column joint structure formed by joining a wooden column member 12 and a concrete member 16 in the vertical direction, including a steel joint member 22 provided at a distance from the upper end surface or the lower end surface of the concrete member 16 and face-bonded to the column member 12, and a grout material 20 provided to suppress heat conduction from the concrete member 16 to the steel joint member 22 and arranged to fill the space between the concrete member 16 and the steel joint member 22. The filling height H of the grout material 20 is preferably 50 mm or more.SELECTED DRAWING: Figure 1
【課題】コンクリート部材と木質柱部材との接合部の耐火性能を確保することができる柱接合構造および柱梁接合構造を提供する。【解決手段】木質の柱部材１２とコンクリート部材１６を上下方向に接合してなる柱接合構造であって、コンクリート部材１６の上端面または下端面から間隔をあけて設けられるとともに柱部材１２と面接合した鋼製接合部材２２と、コンクリート部材１６から鋼製接合部材２２への熱伝導を抑制するために設けられ、コンクリート部材１６と鋼製接合部材２２との間に充填配置されたグラウト材２０とを備えるようにする。グラウト材２０の充填高さＨが５０ｍｍ以上であることが好ましい。【選択図】図１
COLUMN JOINT STRUCTURE AND COLUMN BEAM JOINT STRUCTURE
To provide a column joint structure and a column-beam joint structure capable of ensuring the fire resistance of a joint portion between a concrete member and a wooden column member.SOLUTION: There is provided a column joint structure formed by joining a wooden column member 12 and a concrete member 16 in the vertical direction, including a steel joint member 22 provided at a distance from the upper end surface or the lower end surface of the concrete member 16 and face-bonded to the column member 12, and a grout material 20 provided to suppress heat conduction from the concrete member 16 to the steel joint member 22 and arranged to fill the space between the concrete member 16 and the steel joint member 22. The filling height H of the grout material 20 is preferably 50 mm or more.SELECTED DRAWING: Figure 1
【課題】コンクリート部材と木質柱部材との接合部の耐火性能を確保することができる柱接合構造および柱梁接合構造を提供する。【解決手段】木質の柱部材１２とコンクリート部材１６を上下方向に接合してなる柱接合構造であって、コンクリート部材１６の上端面または下端面から間隔をあけて設けられるとともに柱部材１２と面接合した鋼製接合部材２２と、コンクリート部材１６から鋼製接合部材２２への熱伝導を抑制するために設けられ、コンクリート部材１６と鋼製接合部材２２との間に充填配置されたグラウト材２０とを備えるようにする。グラウト材２０の充填高さＨが５０ｍｍ以上であることが好ましい。【選択図】図１
COLUMN JOINT STRUCTURE AND COLUMN BEAM JOINT STRUCTURE
柱接合構造および柱梁接合構造
MORITA TAKESHI (author) / HIROTA MASAYUKI (author)
2022-01-27
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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