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CONSTRUCTION METHOD FOR EARTHQUAKE-RESISTING STUD, EARTHQUAKE-RESISTING STUD AND BUILDING STRUCTURE

机译:防震螺柱,抗震螺柱及建筑结构的施工方法

摘要

PROBLEM TO BE SOLVED: To install to transmit compressive axial force to an earthquake-resisting stud before constructing the uppermost floor of a building structure.;SOLUTION: A member height P of a vibration control member is shorter than the inner size heights L of upper and lower beams 26A, 26B forming a floor 14 of the building structure 12. Therefore, when inter-layer deformation is caused in the floor 14, a shear deformation angle of a vibration control member 20 causing shear deformation becomes larger than an inter-layer deformation angle of the floor 14, so that tensile force (tensile axial force) is applied to the vibration control member 20. By this tensile axial force, the initial compressive axial force loaded on the vibration control member 20 is canceled. That is, even if the initial compressive axial force is loaded to the vibration control member 20, the initial compressive axial force is canceled by the tensile axial force produced by the shear deformation of the vibration control member not to lower the vibration energy absorbing performance of the vibration control member 20.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:在建造建筑结构的最上层之前安装以将压缩轴向力传递给抗震螺栓;解决方案:减振构件的构件高度P小于构件上部的内部尺寸高度L下部梁26A,26B形成建筑结构12的地板14。因此,当在地板14中引起层间变形时,引起剪切变形的振动控制部件20的剪切变形角大于层间层。底板14的变形角度,从而将拉力(拉伸轴向力)施加到振动控制部件20。通过该拉伸轴向力,抵消了施加在振动控制部件20上的初始压缩轴向力。即,即使初始压缩轴向力被施加到振动控制构件20,初始压缩轴向力也被振动控制构件的剪切变形所产生的拉伸轴向力抵消,从而不会降低振动吸收构件的振动能量吸收性能。振动控制部件20.; COPYRIGHT:(C)2010,JPO&INPIT

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