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Giant buckling-preventing support frame structure system
The invention relates to a giant buckling-preventing support frame structure system and belongs to the technical field of structural engineering. The giant buckling-preventing support frame structure system comprises giant columns, giant truss beams, frame columns, floor plates and giant buckling-preventing support components. The long giant buckling-preventing support components are obliquely disposed on the outer vertical faces of the structure system, and the tips of the giant buckling-preventing support components are connected with the giant columns and the giant truss beams through pins. The giant buckling-preventing support components span multiple floors and are connected with the floor plates at corresponding positions so as to restraint the displacement of the giant buckling-preventing support components in the direction vertical to the structure vertical faces. The giant buckling-preventing support frame structure system has the advantages that under a normal use and small earthquake condition, the buckling-preventing support components have the function similar to the function of central supports, necessary bearing capability and lateral stiffness are provided to the structure system; under a large earthquake action, the buckling-preventing support components can dissipate earthquake input energy by repeated inner core tension compression yield, additional damping is provided to a building, the earthquake action on the building is reduced, and energy dissipation and earthquake reduction are achieved.
Giant buckling-preventing support frame structure system
The invention relates to a giant buckling-preventing support frame structure system and belongs to the technical field of structural engineering. The giant buckling-preventing support frame structure system comprises giant columns, giant truss beams, frame columns, floor plates and giant buckling-preventing support components. The long giant buckling-preventing support components are obliquely disposed on the outer vertical faces of the structure system, and the tips of the giant buckling-preventing support components are connected with the giant columns and the giant truss beams through pins. The giant buckling-preventing support components span multiple floors and are connected with the floor plates at corresponding positions so as to restraint the displacement of the giant buckling-preventing support components in the direction vertical to the structure vertical faces. The giant buckling-preventing support frame structure system has the advantages that under a normal use and small earthquake condition, the buckling-preventing support components have the function similar to the function of central supports, necessary bearing capability and lateral stiffness are provided to the structure system; under a large earthquake action, the buckling-preventing support components can dissipate earthquake input energy by repeated inner core tension compression yield, additional damping is provided to a building, the earthquake action on the building is reduced, and energy dissipation and earthquake reduction are achieved.
Giant buckling-preventing support frame structure system
GUO YANLIN (Autor:in) / TONG JINGZHONG (Autor:in)
13.05.2015
Patent
Elektronische Ressource
Englisch
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