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STRUCTURE AND METHOD OF INSTALLING VISCOUS SEISMIC CONTROL WALL ONTO EXISTING SRC CONSTRUCTED BEAM

机译:在现有的SRC构造梁上安装粘性地震控制墙的结构和方法

摘要

PROBLEM TO BE SOLVED: To provide a installing structure having good work executable properties and improved in seismic control performance by making the vertical width of a viscous seismic control wall longer as much as possible in fitting the viscous earthquake restricting wall to an existing SRC constructed beam. ;SOLUTION: A lower steel frame 6 extending along the longitudinal direction of the beam is bound on the existing SRC constructed beam 1 by an anchor bolt 11 driven in a clearance between an upper flange 9a of a beam steel 9 and a beam main reinforcement 10 and a nut 12 screw-engaged with the anchor bolt. An upper steel frame 7 extending along the longitudinal direction of the beam is bound on an SRC constructed beam 1 of an upper floor through a resin anchor bolt 17 driven in the beam concrete and a nut 18 screw-engaged with the resin anchor bolt. A lower flange of the viscous seismic control wall 2 is joined to the lower steel frame by a bolt, and an upper flange of the viscous seismic control wall is joined to the above steel frame by a bolt.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:通过使粘性减震墙与现有的SRC构造梁配合使用,使粘性减震墙的垂直宽度尽可能长,从而提供一种具有良好工作可执行性并改善抗震性能的安装结构。 。 ;解决方案:沿着钢梁纵向延伸的下部钢架6由锚杆11束缚在现有的SRC构造的钢梁1上,该锚杆在钢梁9的上凸缘9a与钢梁主钢筋10之间的间隙中驱动螺母12与地脚螺栓螺合。沿梁的纵向延伸的上部钢框架7通过在梁混凝土中驱动的树脂锚固螺栓17和与树脂锚固螺栓螺纹接合的螺母18而被束缚在上层的SRC构造的梁1上。粘性抗震墙2的下部法兰通过螺栓连接到下部钢框架,粘性抗震墙2的上部法兰通过螺栓连接到上部钢框架。版权所有:(C)2001,日本特许厅

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