【 中文摘要 】本实用新型公开了一种水平异性刚度隔震支座，两个耗能板水平设置在底座上，且两个耗能板的外圆弧面相邻设置，底座横桥向的两侧设置有顺桥向滑槽，耗能板的两端分别与顺桥向滑槽连接，耗能板能够沿顺桥向滑槽移动，用于消耗顺桥向的地震力，支撑柱的下端卡接在耗能板上，并且能够沿耗能板的长度方向移动，用于消耗横桥向使我地震力，支撑柱的顶部通过阻尼装置与连接柱连接，连接柱的顶部设置有顶板。该水平异性刚度隔震支座，结构设计合理，且结构简单，容易实现，能充分发挥减轻结构动力反应的作用。

【 英文摘要 】The utility model discloses a horizontal heterosexual rigidity shock insulation support. The two energy consumption plates are horizontally arranged on the base; the outer arc surfaces of the two energy dissipation plates are arranged adjacently; sliding grooves in the bridge direction are formed in the two sides of the base in the transverse bridge direction; two ends of the energy consumption plate are respectively connected with the sliding grooves along the bridge direction; the energy consumption plate can move along the sliding groove in the bridge direction and is used for consuming earthquake force in the bridge direction, the lower end of the supporting column is clamped to the energy consumption plate, can move in the length direction of the energy consumption plate and is used for consuming the earthquake force in the transverse bridge direction, the top of the supporting column is connected with the connecting column through a damping device, and a top plate is arranged atthe top of the connecting column. The horizontal heterosexual rigidity shock insulation support is reasonable in structural design, simple in structure, easy to implement and capable of fully playinga role in relieving structural dynamic reaction.

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