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All-steel double-plate self-resetting buckling-restrained brace device and method

机译:全钢双板自复位屈曲约束撑杆装置及方法

摘要

#$%^&*AU2015394927B120170202.pdf#####ABSTRACT Disclosed are an all-steel double-plate self-resetting buckling-restrained brace and a method, which belong to the technical field of building construction. The brace comprises two energy-dissipating inner core plates, a peripheral frame restraining component, two 5 force transferring steel plates, two end plates, stiffening plates and a plurality of resetting ribs. The above-mentioned structure is combined by welding and riveting. After the energy-dissipating inner core plates bear force and deform, the relative movement between the force transferring steel plates and the peripheral frame restraining component drives the relative distance between the two end plates to become large so that the resetting ribs are 10 elongated under tension or compression states to achieve a self-resetting function. The problem of too large residual deformation of the existing traditional structure with a buckling-restrained brace component under the action of a medium earthquake or a great earthquake is solved. The post-earthquake maintenance and the reconstruction cost are effectively reduced. 12
机译:#$%^&* AU2015394927B120170202.pdf #####抽象公开了一种全钢双板自复位屈曲约束支撑和一种方法,属于建筑施工技术领域。支撑包括两个散热内芯板,一个外围框架约束组件,两个5个力传递钢板,两个端板,加强板和多个复位肋骨。上述结构通过焊接和铆接结合。之后耗能的内芯板承受力并变形,两者之间的相对运动传力钢板和外围框架约束部件驱动两个端板之间的相对距离变大,以便复位肋10在拉伸或压缩状态下伸长以实现自复位功能。的现有传统结构的残余变形太大的问题在中等地震或大地震作用下屈曲约束的支撑构件地震解决了。地震后的维护和重建成本为有效减少。12

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