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An aerodynamic structure for suppressing wind-induced vibration of steel arch bridges

A wind-induced vibration and steel arch bridge technology, which is applied in the direction of arch bridges, bridges, bridge construction, etc., can solve the problems of poor wind resistance stability and affecting bridge safety, etc., and achieve the goals of reducing processing, stabilizing pedestrian walking areas, and compressing the width of inspection roads Effect

Active Publication Date: 2022-04-26
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0011] The purpose of the present invention is to overcome the problem that the improvement measures in the prior art are difficult to conveniently and effectively solve the problem of the steel arch bridge, especially the poor wind resistance stability of the upward-supporting arch bridge, so that wind-induced vibration may seriously affect the safety of the bridge during the construction phase and the operation phase To solve the above-mentioned deficiencies of nature, provide an aerodynamic structure for suppressing wind-induced vibration of steel arch bridges

Method used

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  • An aerodynamic structure for suppressing wind-induced vibration of steel arch bridges
  • An aerodynamic structure for suppressing wind-induced vibration of steel arch bridges
  • An aerodynamic structure for suppressing wind-induced vibration of steel arch bridges

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Embodiment 1

[0044] An aerodynamic structure for suppressing wind-induced vibration of a steel arch bridge according to the present invention includes several air deflector units 2 arranged at intervals on the bottom surface of the arch rib 1 and ventilation guardrails 3 continuously arranged on the top surface of the arch rib 1 .

[0045] Specifically, such as Figure 1-3 As shown in the figure, the cross-sections of two arch ribs 1 are shown in the figure, a cross brace is connected between the two arch ribs 1, and the wind deflector unit 2 is arranged on the bottom plate of the arch rib 1 for The airflow passing under the arch rib is guided outside the arch rib 1 to disturb the vortex under the arch rib 1 . The wind deflector unit 2 includes two vertical plates 21 and a transverse plate 22 connected between the two vertical plates 21, the vertical plates 21 are arranged along the transverse direction, and the transverse plates 22 The thickness direction is arranged vertically, and ther...

Embodiment 2

[0053] An aerodynamic structure for suppressing wind-induced vibration of a steel arch bridge according to the present invention has the same structure as that of Embodiment 1, except that the transverse plate 22 can also be replaced by an arc plate. The curved panel is used, because of its irregular surface, the airflow is less likely to form a regular vortex, further reducing the possibility of wind-induced vibration.

[0054] Such as Figure 5 As shown, the concave surface of the transverse plate 22 faces the arch rib 1; Figure 6 As shown, the convex surface of the transverse plate 22 faces the arch rib 1 .

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Abstract

The invention discloses an aerodynamic structure for suppressing wind-induced vibration of a steel arch bridge, which comprises a plurality of air deflector units arranged at intervals on the bottom surface of arch ribs and ventilation guardrails continuously arranged on the top surface of the arch ribs. Adopting this device can disturb the airflow vortex passing above and below the arch rib respectively, and at the same time reduce the influence of excessive wind load caused by setting the wind deflector unit and the guardrail, and improve the structural safety. The ventilation guardrail can also be used as a The handrail of the inspection road is conducive to ensuring the safety of the inspection personnel. Moreover, because the upper and lower structures of the arch rib are different, it can also lead to a great asynchrony of the regenerated upper and lower airflows, reducing wind-induced vibration The possibility of occurrence is especially suitable for the control of vertical wind vibration of long-span steel arch rib structures. It can not only effectively ensure the safety of the bridge during the construction stage, but also avoid the problem of increased cost caused by the application of dampers, and can continue to operate during the operation stage. Suppressing wind vibration has important promotion value.

Description

technical field [0001] The invention relates to the technical field of aerodynamic structures of arch bridges, in particular to an aerodynamic structure for suppressing wind-induced vibration of steel arch bridges. Background technique [0002] With the substantial improvement of material properties and construction and manufacturing equipment, the span of bridges continues to set new records. The arch bridge has a beautiful shape and is easy to assemble and transport. It is one of the preferred bridge types when crossing ravines and rivers. As an important stress-bearing structure of an arch bridge, arch ribs generally have a rectangular or quasi-rectangular cross-section. The structural cross-section is relatively passivated and has poor wind resistance stability. This kind of cross-section will experience wind-induced vibration under certain conditions, which may occur during the construction and operation stages. This will seriously affect the safety and normal use of b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D4/00E01D19/00E01D19/10
Inventor 徐昕宇陈星宇郑晓龙周川江曾永平杨国静陶奇宋晓东董俊苏延文庞林颜永逸刘力维
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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