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Its construction method and seismic structure of reinforced concrete building

机译:钢筋混凝土建筑物的施工方法及抗震结构

摘要

PROBLEM TO BE SOLVED: To improve vibration control construction for a reinforced concrete building that is made up in a framed structure comprising two column and a first beam and a second beam connecting the two columns. ;SOLUTION: The vibration control construction is equipped with a hanging wall 60 and a spandrel wall 62 that are not connected directly to two columns, and the hanging wall 60 is connected as a unit to the first mean 20 and hung down toward the downside from the first beam 20 while the spandrel wall 62 is connected as a unit to the second beam 22 and erected upward on the second beam 22. A vibration control unit 80 interposed between and connected to the sagging wall 60 and the spandrel wall 62 undergoes plastic deformation by relative displacement in the horizontal direction occurring to the sagging wall 60 and the spandrel wall 62 because of flexure of the building at the time of an earthquake and absorbs energy. The vibration control unit is equipped with a pair of steel end plates 84 and 86 respectively positioned at the upside and the downside for being connected respectively to the sagging wall 60 and the spandrel wall 62 and yield steel plates connecting the end plates 84 and 86 together. Steel anchorage members 30 for connecting the paired end plates 84 and 86 of the vibration control unit 80 respectively to the sagging wall 60 and the spandrel wall 62 are provided. The spandrel wall 62 is made of precast material.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:改善钢筋混凝土建筑物的振动控制结构,该建筑物由框架结构组成,该框架结构包括两根柱子以及连接这两根柱子的第一根梁和第二根梁。 ;解决方案:振动控制结构配备有未直接连接到两根柱子的悬挂壁60和跨距壁62,并且悬挂壁60作为一个单元连接至第一装置20,并从下方向下悬挂当托梁壁62作为一个单元连接到第二梁22并向上竖立在第二梁22上时,第一梁20。振动控制单元80插入并连接到下垂壁60和托梁壁62之间,从而发生塑性变形。由于地震时建筑物的挠曲,下垂壁60和翼span壁62在水平方向上产生相对位移,从而吸收能量。振动控制单元配备有分别位于上侧和下侧的一对钢制端板84和86,以分别连接至下垂壁60和翼span壁62,并且屈服钢板将端板84和86连接在一起。设置有用于将振动控制单元80的成对的端板84和86分别连接至下垂壁60和翼span壁62的钢制锚固构件30。隔板壁62由预制材料制成。版权所有:(C)1999,日本特许厅

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