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SEISMIC LOAD RESISTING DIAGRID SYSTEM USING BEARING TYPE DAMPING DEVICES

机译:使用轴承型阻尼装置的抗震dialogi系统

摘要

The present invention relates to a diagrid seismic control system using a gravity supporting type damper which places a diagrid and a gravity supporting type horizontal damper with excellent stiffness in the transverse direction on a reinforcement portion formed by retreating a portion of the outer surface of the lower portion of a building, thereby efficiently supporting the load of the upper portion of the building and improving a damping performance of the building at the same time. The diagrid seismic control system using a gravity supporting type damper, disposed at the reinforcement portion formed by retreating the outer surface of the lower portion of the building toward the inner portion in a predetermined distance to support the lower portion of the building, includes a vertical supporting portion disposed to horizontally be apart in a predetermined distance inside the reinforcement portion, and having a lower end fixed to the ground and an upper end supporting a lower surface of the upper building; a diagrid disposed between the vertical supporting portions abutting against each other, and configured to connect a plurality of diagonal members inclined in a predetermined angle with each other in a connection portion; and a damper portion disposed between the diagrid and the building, wherein the damper portion includes a guide box coupled to an inner portion of the connection portion or the outer wall of the building, and having one side opened; a damper having one end coupled the outer wall of the building or the inner portion of the connection portion, which is the opposite side corresponding to the guide box; and a transverse support member having one end coupled to the other end of the damper, wherein the other end is inserted into the opened side of the guide box to slidably be coupled to the guide box.
机译:斜向地震控制系统技术领域本发明涉及一种斜向地震控制系统,该斜向地震控制系统使用重力支撑型阻尼器,该斜向振动阻尼器和重力支撑型水平阻尼器在横向方向上放置在通过使下部下部的外表面的一部分后退而形成的加强部分上。建筑物的一部分,从而有效地支撑建筑物上部的负荷并同时改善建筑物的阻尼性能。使用重力支撑型减震器的斜向地震控制系统设置在加强部分上,该加强部分通过将建筑物下部的外表面向内部退回一段预定距离而形成,以支撑建筑物的下部而形成。支撑部在加强部的内部在水平方向上隔开规定的距离而设置,其下端固定于地面,其上端支撑上部建筑物的下表面。斜向件设置在彼此垂直的垂直支撑部之间,并且构造成在连接部中将以预定角度倾斜的多个对角构件彼此连接。阻尼器部分包括布置在隔断墙和建筑物之间的阻尼器部分,该阻尼器部分包括引导箱,该引导箱联接到建筑物的连接部分的内部或外壁,并且其一侧敞开。一种阻尼器,其一端与建筑物的外壁或连接部分的内部相连,该一端是与导向箱相对的一侧。一横向支撑构件,其一端与减震器的另一端相连,其中另一端插入导向箱的开口侧,以可滑动地与导向箱相连。

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