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    • 1. 发明申请
    • A NONLINEAR SPRING BRACING DEVICE
    • 非线性弹簧支撑装置
    • WO2017074175A1
    • 2017-05-04
    • PCT/MY2016/050070
    • 2016-10-27
    • UNIVERSITI PUTRA MALAYSIA
    • HEJAZI, FarzadJAAFAR, Mohd. SalehFATEH, Amir
    • E04H9/02
    • E04H9/024
    • The present invention relates to a nonlinear spring bracing device (10) for seismic protection of a braced structure, characterised by: a housing (11); a core (12) positioned in a middle of the housing (11); a pair of interior mounts (15), each disposed adjacent to the core (12); a pair of nonlinear springs, each having a first end attached to one of the pair of interior mounts (15) and a second end attached to a sidewall of the housing (11); a rod (14) passing through the pair of interior mounts (15) and the pair of nonlinear springs, the rod (14) being coupled to the core (12); means for connecting the nonlinear spring bracing device (10) to a brace (17); wherein a seismic load imposed to the braced structure being transferred to the nonlinear spring bracing device (10), displacing one of the pair of interior mounts (15) and compressing one of the pair of nonlinear springs in a direction opposite to a direction of the seismic load to counteract a force of the seismic load.
    • 本发明涉及一种用于抗震支撑结构的抗震的非线性弹簧支撑装置(10),其特征在于:壳体(11);以及壳体 定位在所述壳体(11)的中部的核心(12); 一对内部安装件(15),每个内部安装件设置成与所述芯(12)相邻; 一对非线性弹簧,每个具有连接到所述一对内部安装件(15)中的一个的第一端和连接到所述壳体(11)的侧壁的第二端; 穿过所述一对内部安装件(15)和所述一对非线性弹簧的杆(14),所述杆(14)联接到所述芯部(12); 用于将非线性弹簧支撑装置(10)连接到支架(17)的装置; 其中施加到所述支撑结构的地震负载被传递到所述非线性弹簧支撑装置(10),移动所述一对内部支架(15)中的一个并且沿与所述非线性弹簧支撑装置(10)的方向相反的方向压缩所述一对非线性弹簧中的一个 地震载荷来抵消地震载荷的力。
    • 2. 发明申请
    • WALL PANEL DAMPING DEVICE
    • 墙板阻尼装置
    • WO2016099252A1
    • 2016-06-23
    • PCT/MY2015/050153
    • 2015-12-15
    • UNIVERSITI PUTRA MALAYSIA
    • HEJAZI, FarzadJAAFAR, Mohd SalehMOHD ZAIN, Mohd Azmi
    • E04H9/02
    • E04B1/98E04B1/24E04B1/61E04H9/02E04H9/022
    • The present invention provides a viscoelastic wall panel damping device (100) that provides damping against multidirectional reacting dynamic loads that include in-plane shear force resistance and out of plane force resistance. The viscoelastic wall panel damping device (100) of the present invention, including an assembly (100a) having a pair of symmetrically opposing surfaces formed by a pair of damping element planar members (36a, 38b) that sandwiches a rigid planar member (34), The assembly (100a) being overlaid by a pair of face plates (28, 32), a proximal face plate (28) and a distal face plate (32). Aforementioned pair of face plates (28, 32) and the rigid planar member (34) of the assembly (100a) having a plurality of vertically oriented stiffener members (33) comprising of vertically oriented welded strips (33a) of steel disposed with stiffener elements (33b) at spatial intervals along the length of said welded strips of steel (33a). Aforementioned pair of face plates (28, 32) further being disposed at respective outer surfaces (28a, 32a) with a plurality of horizontal stiffener members (22).
    • 本发明提供了一种粘弹性壁板阻尼装置(100),其提供对包括平面内抗剪切力和面外抗力的多向反作用动态载荷的阻尼。 本发明的粘弹性壁板阻尼装置(100)包括具有由一对阻尼元件平面构件(36a,38b)形成的一对对称相对表面的组件(100a),其夹紧刚性平面构件(34), 组件(100a)由一对面板(28,32),近端面板(28)和远端面板(32)重叠。 前述的一对面板(28,32)和组件(100a)的刚性平面构件(34)具有多个垂直取向的加强构件(33),其包括垂直取向的钢的焊接条(33a),其设置有加强件 (33b)沿着所述焊接钢条(33a)的长度的空间间隔。 上述一对面板(28,32)还设置在具有多个水平加强件(22)的各个外表面(28a,32a)处。