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Buckling-restrained brace component in earthquake resistance of venue
The invention relates to the technical field of supporting components, in particular to a buckling-restrained brace component in earthquake resistance of a stadium. Comprising a cross-shaped inner core component, four pieces of first angle steel, four pieces of second angle steel, an outer frame and two end covers, and after the first angle steel is placed in the right-angle included angle of the cross-shaped inner core component, the second angle steel is placed on the inner side wall of the first angle steel; the outer frame is clamped outside the second angle steel and the first angle steel through cooperation of the first clamping groove and the second clamping groove, after one end of the outer frame is provided with one end cover, the outer portions of the first concrete cavity and the second concrete cavity are filled with concrete, and the other end of the outer frame is covered with the other end cover. The cross-shaped inner core component, the first angle steel, the second angle steel, the outer frame and the two end covers in the structure are all machined and manufactured in a factory, the precision is easy to control, and on-site construction is more convenient.
本发明涉及支撑构件技术领域,具体涉及一种场馆抗震中的防屈曲约束支撑构件;包括十字形内核构件、四个第一角钢、四个第二角钢、外部框架和两个端盖,将第一角钢放置在十字形内核构件的直角夹角的内部后,在第一角钢的内侧壁放置第二角钢,通过第一卡槽和第二卡槽相配合将外部框架卡接在第二角钢和第一角钢的外部,在外部框架的一端安装其中一个端盖后,在第一混凝土腔和第二混凝土腔的外部填充混凝土,在外部框架的另一端盖设另一个端盖,完成防屈曲约束支撑构件的安装,上述结构中的十字形内核构件、第一角钢、第二角钢、外部框架和两个端盖均在工厂加工制作,精度容易控制,使得现场施工时更加方便。
Buckling-restrained brace component in earthquake resistance of venue
The invention relates to the technical field of supporting components, in particular to a buckling-restrained brace component in earthquake resistance of a stadium. Comprising a cross-shaped inner core component, four pieces of first angle steel, four pieces of second angle steel, an outer frame and two end covers, and after the first angle steel is placed in the right-angle included angle of the cross-shaped inner core component, the second angle steel is placed on the inner side wall of the first angle steel; the outer frame is clamped outside the second angle steel and the first angle steel through cooperation of the first clamping groove and the second clamping groove, after one end of the outer frame is provided with one end cover, the outer portions of the first concrete cavity and the second concrete cavity are filled with concrete, and the other end of the outer frame is covered with the other end cover. The cross-shaped inner core component, the first angle steel, the second angle steel, the outer frame and the two end covers in the structure are all machined and manufactured in a factory, the precision is easy to control, and on-site construction is more convenient.
本发明涉及支撑构件技术领域,具体涉及一种场馆抗震中的防屈曲约束支撑构件;包括十字形内核构件、四个第一角钢、四个第二角钢、外部框架和两个端盖,将第一角钢放置在十字形内核构件的直角夹角的内部后,在第一角钢的内侧壁放置第二角钢,通过第一卡槽和第二卡槽相配合将外部框架卡接在第二角钢和第一角钢的外部,在外部框架的一端安装其中一个端盖后,在第一混凝土腔和第二混凝土腔的外部填充混凝土,在外部框架的另一端盖设另一个端盖,完成防屈曲约束支撑构件的安装,上述结构中的十字形内核构件、第一角钢、第二角钢、外部框架和两个端盖均在工厂加工制作,精度容易控制,使得现场施工时更加方便。
Buckling-restrained brace component in earthquake resistance of venue
一种场馆抗震中的防屈曲约束支撑构件
YAN LIZHEN (Autor:in) / GAO ZHENGLIN (Autor:in) / YANG JUN (Autor:in) / YU CHAOYANG (Autor:in) / LAN YILONG (Autor:in) / WANG QUN (Autor:in) / RAO DAN (Autor:in)
14.11.2023
Patent
Elektronische Ressource
Chinesisch
BUCKLING RESTRAINED BRACE AND EARTHQUAKE RESISTANT FRAME
Europäisches Patentamt | 2018
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