摘要
杭州之江大桥桥塔为曲线型钢桥塔,刚度与阻尼较小,桥塔自立状态出现涡振的可能性较大。为确定桥塔的涡振风速锁定区间及涡振振幅,进行了全塔气弹模型试验。试验结果显示,在横桥向来流的作用下,桥塔顺桥向涡振振幅过大,需要采取气动控制措施加以控制。试验中所采用的气动措施包括:在桥塔凹角处增加扰流栏杆、多孔角型扰流器和多孔扰流板等控制措施。进一步的试验结果显示,多孔扰流板的涡振控制效果显著,能有效降低涡振振幅,满足规范的限值要求。多孔扰流板的减振机理是其允许适量的气流穿过其孔洞,从而扰乱或削弱桥塔两侧角部有规律的旋涡脱落。
The tower of Hangzhou Zhijiang Bridge is a curved steel tower with lower stiffness and damping.Its free-standing construction state is thus liable to vortexinduced vibration.An aeroelastic model test of full tower was carried out to determine the vibration amplitude and the corresponding lock-in range of wind speed.The test results show that the amplitude of the longitudinal vortex-induced vibration is excessive and needs to reduce through proper aerodynamic measures.The aerodynamic measures investigated in this paper include: flow-disturbing rail,multi-orifice angle-shape flow disturbers and multi-orifice flow-disturging plates mounted at the corners of the tower model.The further tests indicate that the measure of multi-orifice flow-disturbing plates is very effective in decreasing the amplitude of vortex-induced vibration to meet the relevant requirement of the wind resistant code.The mechanism of vibration reduction of the multi-orifice flow-disturbing plates is that the plates can disorder or weaken the regular vortices shedding at the tower corners via allowing some appropriate quantity of air flow passing their orifices.
出处
《振动工程学报》
EI
CSCD
北大核心
2011年第6期585-589,共5页
Journal of Vibration Engineering
基金
国家自然科学基金资助项目(50978204)
关键词
斜拉桥
钢桥塔
涡振
气动控制措施
风洞试验
cable-stayed bridge
steel tower
vortex-induced vibration
aerodynamic measures
wind tunnel test