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Seismic shear wall structure

机译:地震剪力墙结构

摘要

PROBLEM TO BE SOLVED: To provide a vibration control bearing wall structure which facilitates mounting thereof by using a planar member of a bearing wall, is excellent in workability, and exerts desired vibration control performance while ensuring a necessary wall magnification.;SOLUTION: The vibration control bearing wall structure 10 is set up by mounting the planar member 14 inside a rectangular frame 13 consisting of a pair of upper and lower horizontal members 11a, 11b, and a pair of right and left vertical members 12b, 12a. The planar member 14 is formed of a pair of right and left divided planar members 14b, 14a, and corner portions 16 of the respective right and left divided planar members 14b, 14a close to one side end faces 15b, 15a along a vertical dividing line L, are cut away, whereby the corner portions 16 secure spaces 17 with respect to the upper and lower horizontal members 11a, 11b. Further the other side end faces 18b, 18a and upper and lower end faces 19a, 19b continue to internal side surfaces of the vertical members 12b, 12a, and to internal side surfaces of corner portions defined by the vertical member internal surfaces and the upper and lower horizontal members 11a, 11b, and the former are rigidly connected to the latter. Furthermore the one side end faces 15b, 15a opposed to each other are connected together by pinching vibration control rubbers 20 between the same.;COPYRIGHT: (C)2009,JPO&INPIT
机译:解决的问题:提供一种振动控制轴承壁结构,该结构通过使用轴承壁的平面构件来方便其安装,具有优异的可加工性,并在确保必要的壁放大倍数的同时发挥所需的振动控制性能。控制支承壁结构10是通过将平面构件14安装在由一对上下水平构件11a,11b以及一对​​左右垂直构件12b,12a组成的矩形框架13内而形成的。平面构件14由一对左右分割的平面构件14b,14a,以及左右分割的平面构件14b,14a的各个角部16沿垂直分割线靠近一侧端面15b,15a的方式形成。切掉L 1,从而角部16相对于上下水平构件11a,11b确保空间17。另外,另一侧端面18b,18a以及上下端面19a,19b与纵梁12b,12a的内侧面,以及由纵梁内侧面和上,下端所形成的角部的内侧面连续。下部水平构件11a,11b和前者刚性地连接到后者。此外,彼此相对的一侧端面15b,15a通过在它们之间夹住防振橡胶20而连接在一起。;版权所有:(C)2009,JPO&INPIT

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