A metal energy consumption limit and anti-drop beam device for bridges

A technology for anti-falling beams and bridges, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of corrugated plate corrugation amplitude and number of corrugations limited, lack of buffer capacity, limited deformation displacement, etc., to achieve high space utilization, Improve the seismic performance and ensure the effect of effectiveness

Active Publication Date: 2022-05-31
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In the prior art, the anti-fall beam devices of highway bridges in my country generally adopt concrete stoppers, high-strength steel tie rods, high-strength steel cables, etc., while the anti-fall beam devices of railway bridges generally adopt various types based on I-beam processing. In the form of a block-like block, it lacks buffering capacity and cannot dissipate energy through its own deformation. It is often necessary to separately install other energy-dissipating devices such as dampers to dissipate seismic energy, resulting in an increase in project cost, and it is necessary to design and place the energy-dissipating device separately. Space, poor adaptability in high-intensity seismic areas
A small number of energy-dissipating limit devices combined with energy-dissipating beams also use corrugated plates as energy-dissipating components. However, in order to adapt to the small installation space, the corrugated plate has a limited amplitude and number of corrugations, resulting in deformation and displacement in practical applications. Limited, limited energy dissipation capacity, combined with the shape of the corrugated plate itself, in the actual application process, the shape of the corrugated plate will change greatly after a stretching and compression deformation, and it is difficult to continue to effectively exert the energy dissipation effect under the action of earthquakes

Method used

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  • A metal energy consumption limit and anti-drop beam device for bridges
  • A metal energy consumption limit and anti-drop beam device for bridges
  • A metal energy consumption limit and anti-drop beam device for bridges

Examples

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Embodiment 1

[0035] According to the present invention, a bridge with a metal energy consumption limit anti-falling beam apparatus, comprising a base plate 1, the base plate 1 is provided with a limit slot, the limit groove is provided with an energy-consuming component, the energy-consuming component comprises two wave folding plates 2, the bending plate 2 comprises a plurality of C-shaped segments protruding towards the same side, two of the C-shaped segments of the wave folding plate 2 of the opening back setting, the length of the energy-consuming component along the longitudinal position of the limit groove is provided, one end of the energy-consuming component is connected to the end of the limit groove one, the other end is connected to the active member , the spacing of the active member and the end two of the limit slot is adjustable. When used, the active member for connecting the beam body, the base plate 1 for connecting the bridge pier, or the active member for connecting the pier...

Embodiment 2

[0043] The present invention is a bridge with metal energy consumption limit anti-falling beam device, the structure of which is substantially the same as Example 1, the difference is that the two wave fold plates 2 of the present device can be merged into an overall member, as the two corresponding two C-shaped segments of the wave fold plate 2 are formed as one body, i.e., as formed Figure 3 The X-shaped segment shown may also be connected at both ends of the flex plate 2 through two connection plates to form an integral, adjacent two X-shaped segments may be assembled as in the manner of bolted connection in the present embodiment, or may be processed into an integrally formed member, i.e., a plurality of X-shaped segments are integrally formed structures.

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Abstract

The invention discloses a metal energy-dissipating and anti-falling beam device for a bridge, which comprises a bottom plate, a limiting groove is arranged on the bottom plate, and an energy-dissipating component is arranged in the limiting groove, and the energy-consuming component comprises two A corrugated plate, the corrugated plate includes several C-shaped sections that protrude toward the same side, the openings of the C-shaped sections of the two corrugated plates are arranged facing away, and the length direction of the energy dissipation component is along the limit groove One end of the energy dissipation assembly is connected to end one of the limiting groove, and the other end is connected to the movable member, and the distance between the movable member and end two of the limiting groove is adjustable. The structure design of the device is scientific and simple, the processing is convenient, the installation is convenient, and the space utilization rate is high, which is conducive to improving the stability of the deformation of the energy-consuming components, ensuring the effectiveness of continuous energy consumption, and can significantly improve the anti-seismic performance of the anti-fall beams on the bridge structure , protect the bridge structure from earthquake damage, and benefit post-earthquake repairs.

Description

Technical field [0001] The present invention relates to the technical field of bridge anti-falling beam energy consumption, in particular to a metal energy consumption limit anti-falling beam device for bridges. Background [0002] The bridge limit device is the key structure of the bridge structure earthquake resistance, which is mainly used to prevent the falling beam caused by the relative displacement of the superstructure and the lower structure, so the anti-falling beam device is generally used in the bridge project in the earthquake area. [0003] In the existing technology, China's highway bridge anti-falling beam device generally uses concrete stops, high-strength steel tie rods, high-strength steel cables, etc., while the anti-falling beam device of railway bridges is generally based on I-beam processing into various types of stopper forms, which lack of buffering ability, and can not consume energy through their own deformation, often need to set up other dampers and o...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F16F15/073E01D19/00
CPCF16F15/073E01D19/00Y02A30/30
Inventor 董俊宋晓东曾永平陈克坚刘力维庞林郑晓龙杨国静陶奇游励晖袁明苏延文徐昕宇周川江陈星宇颜永逸
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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