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COLUMN JOINT STRUCTURE OF CONCRETE-FILLED STEEL-PIPE COLUMN

机译:钢管混凝土柱的柱节点结构

摘要

PROBLEM TO BE SOLVED: To provide a column joint structure which makes a lower end of a steel pipe of an upper column of a concrete-filled steel-pipe column and an upper end of a steel pipe of a lower column thereof connected together by means of an energy absorbing member, so as to properly exert a vibration control effect, by making a tensile force introduced into the energy absorbing member, when bending deformation occurs in a column due to earthquakes etc.;SOLUTION: A lower end surface 3a of the steel pipe 3 of the upper column 2 of the concrete steel-pipe column and an upper end surface 5a of the steel pipe 5 of the lower column 4 thereof are brought into surface contact with each other, and the upper and lower steel pipes 3 and 5 are connected together by means of the energy absorbing member 6. Concrete 7 is infilled into the upper and lower steel pipes 3 and 5 in a continuous state.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:提供一种柱接头结构,该柱接头结构通过以下方式将填充混凝土的钢管柱的上柱的钢管的下端和其下柱的钢管的上端连接在一起。当由于地震等导致柱子发生弯曲变形时,通过将拉力引入到能量吸收元件中,从而适当地发挥振动控制的作用;解决方案:使混凝土钢管柱的上柱2的钢管3与下柱4的下管5的钢管的上端面5a面接触,上下钢管3和5通过能量吸收构件6连接在一起。混凝土7以连续状态填充到上下钢管3和5中。版权所有:(C)2007,日本特许厅&INPIT

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