Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COLUMN-BEAM CONNECTION STRUCTURE AND DESIGN METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a column-beam connection structure which has a simple structure and can reduce cost, and a design method of the column-beam connection structure.SOLUTION: A beam depth of a beam 5 is smaller than a vertical distance between upper and lower through-diaphragms 2, 3 disposed on a column-beam connection 1 that connects a column 10 and beams 4, 5. An upper flange 5a is connected with the upper through-diaphragm 2 and a lower flange 5b is displaced from a position of the lower through-diaphragm 3 and connected to a joint face plate 1a of the column-beam connection 1. A reinforcement plate 6 is disposed further away from the lower through diaphragm 3 than the lower flange 5b, in the column-beam connection 1.SELECTED DRAWING: Figure 1
【課題】構造が簡単で低コスト化が図れる柱梁接合部構造および柱梁接合部構造の設計方法を提供する。【解決手段】柱１０と梁４、５を接合する柱梁接合部１に設けられている上下の通しダイアフラム２、３の上下間距離よりも梁せいの低い梁５は、上側フランジ５ａが上側通しダイアフラム２に接合され、下側フランジ５ｂが下側通しダイアフラム３の位置から外れて上記柱梁接合部１の接合面板１ａに接合されており、上記柱梁接合部１内には、補強板６が、上記下側フランジ５ｂの位置よりも上記下側通しダイアフラム３から遠い側にずれて設けられている。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE AND DESIGN METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a column-beam connection structure which has a simple structure and can reduce cost, and a design method of the column-beam connection structure.SOLUTION: A beam depth of a beam 5 is smaller than a vertical distance between upper and lower through-diaphragms 2, 3 disposed on a column-beam connection 1 that connects a column 10 and beams 4, 5. An upper flange 5a is connected with the upper through-diaphragm 2 and a lower flange 5b is displaced from a position of the lower through-diaphragm 3 and connected to a joint face plate 1a of the column-beam connection 1. A reinforcement plate 6 is disposed further away from the lower through diaphragm 3 than the lower flange 5b, in the column-beam connection 1.SELECTED DRAWING: Figure 1
【課題】構造が簡単で低コスト化が図れる柱梁接合部構造および柱梁接合部構造の設計方法を提供する。【解決手段】柱１０と梁４、５を接合する柱梁接合部１に設けられている上下の通しダイアフラム２、３の上下間距離よりも梁せいの低い梁５は、上側フランジ５ａが上側通しダイアフラム２に接合され、下側フランジ５ｂが下側通しダイアフラム３の位置から外れて上記柱梁接合部１の接合面板１ａに接合されており、上記柱梁接合部１内には、補強板６が、上記下側フランジ５ｂの位置よりも上記下側通しダイアフラム３から遠い側にずれて設けられている。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE AND DESIGN METHOD THEREOF
柱梁接合部構造および柱梁接合部構造の設計方法
YOSHIDA FUMIHISA (Autor:in) / HIRAMATSU TAKESHI (Autor:in) / NAKAGAWA MANABU (Autor:in)
06.04.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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