Girder falling prevention structure capable of achieving gradual telescopic energy consumption

A technology of anti-falling beams and telescopic mechanisms, applied in bridges, bridge construction, bridge parts, etc., can solve the problem that anti-seismic measures are not enough to prevent vertical beams from falling, and achieve the effect of eliminating personnel injuries and property losses, and preventing beams from falling

Active Publication Date: 2017-05-31
新疆昌鹏建筑安装有限公司
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AI Technical Summary

Problems solved by technology

The current general practice is to install transverse anti-vibration blocks on the top of bridge piers, and to install anti-fall beam chains or tie rods between box girders. However, when subjected to strong earthquakes, common anti-seismic measures are still not enough to prevent longitudinal beams from falling

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  • Girder falling prevention structure capable of achieving gradual telescopic energy consumption
  • Girder falling prevention structure capable of achieving gradual telescopic energy consumption

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Embodiment Construction

[0015] The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0016] As shown in the figure, the retractable and gradually energy-consuming anti-fall beam structure in the present invention includes a box girder 1 and a limiting pier 2 arranged at the end of the box girder 1, and the limiting pier 2 is provided with a barrier body 21 and telescopic mechanism 3, the barrier body 21 is arranged along the transverse direction of the box girder 1 and separates two longitudinally connected box beams 1, the telescopic mechanism 3 is arranged at the side of the barrier body 21, The box girder 1 is set on the limiting pier 2 through the telescopic mechanism 3 . Specifically, the bottom surface of the box girder 1 is connected to the top surface of the telescopic mechanism 3, the bottom surface of the telescopic mechanism 3 is connected to the limit pier 2, and the barrier body 21 blocks the longitudinally con...

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Abstract

The invention discloses a girder falling prevention structure capable of achieving gradual telescopic energy consumption. The girder falling prevention structure comprises a box girder and a limiting bridge pier arranged at the end of the box girder; the limiting bridge pier is provided with a partition body and a telescopic mechanism, the partition body is arranged in the transverse direction of the box girder and is used for partitioning two longitudinally-connected box girders, the telescopic mechanism is arranged on the side face of the partition body, and the box girder is arranged on the limiting bridge pier through the telescopic mechanism; limiting structures are correspondingly arranged on the box girder and the limiting bridge pier, transverse-longitudinal restraint of the box girder on the limiting bridge pier is achieved through mutual embedding and partitioning of the box girder and the limiting bridge pier, girder falling of the box girder in the transverse direction and the longitudinal direction in an earthquake is effectively prevented, therefore, a bridge can continue to be used and keep smooth after the earthquake, and personnel injuries and property losses which are brought by the earthquake are reduced and even eliminated.

Description

technical field [0001] The invention belongs to the field of bridges, and in particular relates to a retractable and gradually energy-consuming anti-fall beam structure. Background technique [0002] When the bridge is subjected to a strong earthquake, the bridge will bear a large load in an instant, resulting in a large displacement. The displacement exceeds the shelving length of the beam or the beam will fall due to insufficient strength of the stopper, which will cause irreparable damage. serious loss. One of the most direct ways to limit the displacement is to use the limit measures to restrain the vibration of the upper structure. The current general practice is to install transverse anti-vibration blocks on the top of bridge piers, and to install anti-fall beam chains or tie rods between box girders. However, when subjected to strong earthquakes, common anti-seismic measures are still not enough to prevent longitudinal beams from falling . Contents of the inventio...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D19/06
CPCE01D19/00E01D19/06
Inventor 王旭李华强陈增顺周宵
Owner 新疆昌鹏建筑安装有限公司
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