Aseismic structure between bridge pier and bridge plate

A technology for anti-seismic structures and bridge slabs, which is applied in bridges, bridge parts, bridge construction, etc., and can solve problems such as weak connections, bridge structure damage, and poor integrity

Active Publication Date: 2018-08-28
NINGBO INST OF TECH ZHEJIANG UNIV ZHEJIANG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the reinforced concrete structure bridge can withstand the horizontal force of the earthquake in terms of design strength, because the connection between the upper bridge deck and the lower beam and pier is not firm and the integrity is poor, it often fails due to various reasons such as the horizontal force of the earthquake, When the horizontal vibr

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  • Aseismic structure between bridge pier and bridge plate
  • Aseismic structure between bridge pier and bridge plate
  • Aseismic structure between bridge pier and bridge plate

Examples

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Embodiment Construction

[0014] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0015] like figure 1 , figure 2 , image 3 As shown, the anti-seismic structure between the pier and the bridge plate of the present invention includes a beam 2 arranged on the top of the pier 1 and a bridge plate 3 above the beam 2 .

[0016] The bottom of the bridge plate 3 is provided with two left and right bumps 4, and the top of the beam 2 is provided with two pits 5 corresponding to the two bumps 4, and each pit 5 is provided with two left and right bumps for use when the bumps 4 move laterally. On the lifting surface 5.1 where the kinetic energy of the bump 4 is converted into gravitational potential energy, each bump 4 is located in the corresponding recess 5 . Specifically, the bottom of the bump 4 is a spherical crown, the two raised surfaces 5.1 of the dimple 5 are arc-shaped, and a bottom plane 5.2 is provided between the two r...

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Abstract

The invention discloses an aseismic structure between a bridge pier and a bridge plate. The aseismic structure comprises a cross beam disposed on the top of the bridge pier and the bridge plate located above the cross beam. Convex blocks are arranged on the lower portion of the bridge plate, and concave pits corresponding to the convex blocks are formed in the upper portion of the cross beam. Eachconcave pit is internally provided with left and right lifting faces, wherein the lifting faces are used for lifting the convex blocks to convert kinetic energy into gravitational potential energy when the convex blocks move laterally; each convex block is located in the corresponding concave pit. According to the aseismic structure between the bridge pier and the bridge plate, the energy for horizontal vibration can be effectively converted and dissipated to avoid the situation that the relative displacement between the upper bridge plate and the lower cross beam is too large due to horizontal vibration, and therefore the bridge structure is prevented from being damaged.

Description

technical field [0001] The invention relates to the technical field of bridge anti-seismic construction, in particular to an anti-seismic structure between a bridge pier and a bridge plate. Background technique [0002] For bridges with reinforced concrete structure, a beam is generally poured on the upper end of the pier, and the bridge deck rests on the beam. Although the reinforced concrete structure bridge can withstand the horizontal force of the earthquake in terms of design strength, because the connection between the upper bridge deck and the lower beam and pier is not firm and the integrity is poor, it often fails due to various reasons such as the horizontal force of the earthquake, When the horizontal vibration is caused by the impact force of the hull on the bridge pier, the impact force of the water flow on the bridge pier when the water rises, and the impact force of the hull on the bridge plate after the water level rises, there will be excessive relative disp...

Claims

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Application Information

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IPC IPC(8): E01D19/00
Inventor 陈闯王韬查支祥彭卫
Owner NINGBO INST OF TECH ZHEJIANG UNIV ZHEJIANG
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