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METHOD FOR DETERMINING TENSION FORCE OF CABLE-STAYED ELEMENT OF BRIDGE

机译:确定桥索固定元件拉力的方法

摘要

FIELD: construction.;SUBSTANCE: method envisages the excitation of free oscillations of the cable-stayed element by applying a pulse impact at the point of its attachment to the anchor device. The vibrations are measured by means of an accelerometer sensor, the measurement data are transmitted into the measurement unit and further to the software module, where they are processed. Wherein the force is determined based on the first three recorded multiple frequencies of the natural vibrations of the cable-stayed element. In calculating the longitudinal force in the cable-stayed element, such parameters are taken into account as the weight per unit length of the cable-stayed element, the weight of the vandal-proof shell, the natural frequency of the cable-stayed element, the length of the cable stayed element, the length of the anchor device. As the average value of the force calculated, the tension force of the cable-stayed element of the bridge is estimated.;EFFECT: improving measurement accuracy.;2 dwg, 1 tbl
机译:领域:结构;实质:该方法设想了通过在其与锚定装置的连接点施加脉冲冲击来激发斜拉元件的自由振动。振动通过加速度传感器进行测量,测量数据被传输到测量单元中,并进一步传输到软件模块中,在此进行处理。其中,力是根据前三个记录的斜拉元件固有振动的多个频率确定的。在计算斜拉件中的纵向力时,应考虑以下参数:斜拉件每单位长度的重量,防破坏外壳的重量,斜拉件的固有频率,电缆斜撑元件的长度,锚定设备的长度。作为计算出的力的平均值,可以估算桥梁斜拉元件的拉力。效果:提高测量精度。2 dwg,1 tbl

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