Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BUCKLING RESTRAINED BRACE AND EARTHQUAKE RESISTANT FRAME
PROBLEM TO BE SOLVED: To provide a buckling restrained brace and an earthquake resistant frame which can be reduced in weight.SOLUTION: A buckling restrained brace 100 according to the present invention is a buckling restrained brace 100 comprising a core member 10 having flat steel and two restraint members 20 extending along the longitudinal direction of the core member 10 and sandwiching the core member 10. One of the restraint members of the two restraint members 20 is a channel steel 23 or an H shape steel 27, the other restraint member is a T shape steel 21, the core member 10 is sandwiched between a web 23a (27a) of one restraint member and a flange 21a of another restraint member.SELECTED DRAWING: Figure 2
【課題】軽量化することが可能な座屈拘束ブレース及び耐震フレームを提供する。【解決手段】本発明に係る座屈拘束ブレース１００は、平鋼を有する芯材１０と、芯材１０の長手方向に沿って延び、芯材１０を挟持する２つの拘束材２０とを備える座屈拘束ブレース１００であって、２つの拘束材２０の一の拘束材は、溝形鋼２３又はＨ形鋼２７であり、他の一の拘束材は、Ｔ形鋼２１であり、芯材１０は、一の拘束材のウェブ２３ａ（２７ａ）及び他の一の拘束材のフランジ２１ａにより挟持されていることを特徴とする。【選択図】図２
BUCKLING RESTRAINED BRACE AND EARTHQUAKE RESISTANT FRAME
PROBLEM TO BE SOLVED: To provide a buckling restrained brace and an earthquake resistant frame which can be reduced in weight.SOLUTION: A buckling restrained brace 100 according to the present invention is a buckling restrained brace 100 comprising a core member 10 having flat steel and two restraint members 20 extending along the longitudinal direction of the core member 10 and sandwiching the core member 10. One of the restraint members of the two restraint members 20 is a channel steel 23 or an H shape steel 27, the other restraint member is a T shape steel 21, the core member 10 is sandwiched between a web 23a (27a) of one restraint member and a flange 21a of another restraint member.SELECTED DRAWING: Figure 2
【課題】軽量化することが可能な座屈拘束ブレース及び耐震フレームを提供する。【解決手段】本発明に係る座屈拘束ブレース１００は、平鋼を有する芯材１０と、芯材１０の長手方向に沿って延び、芯材１０を挟持する２つの拘束材２０とを備える座屈拘束ブレース１００であって、２つの拘束材２０の一の拘束材は、溝形鋼２３又はＨ形鋼２７であり、他の一の拘束材は、Ｔ形鋼２１であり、芯材１０は、一の拘束材のウェブ２３ａ（２７ａ）及び他の一の拘束材のフランジ２１ａにより挟持されていることを特徴とする。【選択図】図２
BUCKLING RESTRAINED BRACE AND EARTHQUAKE RESISTANT FRAME
座屈拘束ブレース及び耐震フレーム
UEDA KOSUKE (Autor:in) / KONDO YOSUKE (Autor:in) / MAKINO YUTA (Autor:in) / YAMADA KAORU (Autor:in)
31.05.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS