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Seismic isolation device installation method and the seismic isolation device installation structure of the basic pillars of the existing building

机译:现有建筑物基本支柱的隔震装置安装方法及隔震装置安装结构

摘要

PROBLEM TO BE SOLVED: To provide a seismic isolation device installation method which can control a vertical distortion angle within a predetermined range and imposes a less economic burden than a conventional method.SOLUTION: A seismic isolation installation method to install a seismic isolation device on a foundation column of an existing building comprises: arranging temporary receiving means, around the foundation column, which temporarily receives a load of the existing building; removing a portion of the foundation column with an upper section and a lower section thereof kept in place in a temporarily- receiving state; arranging a seismic isolation device in a space created by removing the portion between the upper section and the lower section of the foundation column; installing a pre-compression jack between the seismic isolation device and the upper section of the foundation column or between the seismic isolation device and the lower section thereof; transferring the load acting on the temporary receiving means to the seismic isolation device by compressing the seismic isolation device by the pre-compression jack; arranging a supporting body around the pre-compression jack on either an upper face side or a lower face side of the pre-compressed seismic isolation device; removing the pre-compression jack to transfer the load of the existing building to the support body and the seismic isolation device; and removing the temporary support means.
机译:解决的问题:提供一种能够将竖向畸变角控制在预定范围内并且比传统方法具有更少的经济负担的地震隔离装置安装方法。解决方案:将地震隔离装置安装在地面上的地震隔离安装方法。现有建筑物的基础柱包括:在基础柱的周围布置临时接收装置,该临时接收装置临时接收现有建筑物的负荷。除去基础柱的一部分,其上部和下部保持在临时接收状态;在通过除去基础柱的上部和下部之间的部分而产生的空间中布置地震隔离装置;在隔震装置与基础柱上部之间或隔震装置与下部之间安装预压千斤顶。通过用预压缩千斤顶压缩隔震装置,将作用在临时接收装置上的载荷传递到隔震装置。在预压缩隔震装置的上表面侧或下表面侧,在预压缩千斤顶周围设置支撑体。移除预压缩千斤顶,以将现有建筑物的负荷转移至支撑体和隔震装置;并删除临时支持手段。

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