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文章重点介绍了淄博某中心卫生院的隔震结构设计。主要内容包括合理确定隔震设计目标,隔震层的设计和隔震层以上结构水平减震系数的计算、隔震层支座在罕遇地震下的位移和拉应力的计算、隔震层支墩的设计方法和参数分析。同时为保证在罕遇地震作用下隔震层以上结构可自由变形,采取了设置隔震沟,上、下部结构之间设置水平缝等措施。
This article mainly introduces the isolation structure design of a central hospital in Zibo. The main contents include the reasonable determination of the design objectives of isolation, the design of the isolation layer and the calculation of the damping coefficient of the horizontal structure above the isolation layer, the displacement and tensile stress calculation of the isolation bearing in rare earthquakes, Design Method and Parameter Analysis of Pier. At the same time, in order to ensure that the structure above the isolation layer can be freely deformed under the action of rare earthquakes, the seismic isolation groove is set and the horizontal seam is set between the upper and lower structures.