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Impact absorbing damper to suppress bridge vibration at joints

机译:减震阻尼器可抑制桥梁在连接处的振动

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Noise and vibration emit when a large lorry passes the expansion joints on road bridges, causingserious environmental problems. Field measurements were conducted on the road bridge, showingthat the dominant frequency was 13.3Hz when vehicles ran over the joints. A new type of damper,the impact absorbing damper based on momentum exchanging mechanism, has been proposed tosuppress the vibration occurred at the expansion joints. This damper system consists of the contactdevice between the RC slab and the additional mass with springs and oil dampers. When the vehiclewheel hits the expansion joints, the impact force is directly transferred to the attached mass throughthe contact device due to the momentum exchanging property, and then the energy produced byimpact forces are dissipated by the oil dampers. Parametric experimental studies were conductedusing a model consisting of the damper system and the RC slab which was impacted by a free-fallweight. The tests show optimum values of consisting elements of this damping system, such asmaterials of the contact device, mass ratio of the additional mass, damping ratio, spring constantsand impact forces. Then, the impact absorbing dampers were installed in an actual bridge, and itssuppression effect was measured. The model and field tests show that the new damper system isfeasible and effective in reducing the vibration and noise levels.
机译:当一辆大型货车通过路桥的伸缩缝时,会发出噪音和振动,从而导致严重的环境问题。在路桥上进行了实地测量,结果表明,当车辆驶过路口时,主频为13.3Hz。提出了一种新型的阻尼器,即基于动量交换机制的冲击吸收阻尼器,以抑制伸缩缝产生的振动。该减振器系统由RC平板和带有弹簧和机油减振器的附加质量之间的接触装置组成。当车轮撞到伸缩缝时,由于动量交换特性,冲击力通过接触装置直接传递到附着的质量上,然后由冲击力产生的能量通过油阻尼器消散。使用阻尼器系统和受自由落体影响的RC平板组成的模型进行了参数化实验研究。测试显示了该阻尼系统的组成要素的最佳值,例如接触装置的材料,附加质量的质量比,阻尼比,弹簧常数和冲击力。然后,将冲击吸收阻尼器安装在实际的桥梁中,并测量其抑制效果。模型和现场测试表明,新的减震系统在降低振动和噪音水平方面是可行且有效的。

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