Bridge guardrail telescopic device

A telescopic device and guardrail technology, applied in bridges, bridge parts, bridge construction and other directions, can solve the problems of poor shock absorption and seismic performance, and the expansion joint structure is not easy to repair and maintain, and achieve the effect of improving safety performance.

Inactive Publication Date: 2018-11-20
王勇
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the expansion joint structure is not easy to repair and repair, and the shock absorption and shock resistance performance is poor

Method used

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  • Bridge guardrail telescopic device
  • Bridge guardrail telescopic device
  • Bridge guardrail telescopic device

Examples

Experimental program
Comparison scheme
Effect test

specific Embodiment approach 1

[0032] Such as Figure 1-12 As shown, a bridge guardrail telescopic device includes a guardrail panel assembly 1, a shock absorber assembly 2 and a linkage rack assembly 3, the guardrail panel assembly 1 is provided with two, and the guardrail panel assembly 1 includes a guardrail panel body 1 -1, driving anti-falling plate 1-2, multiple steel bars 1-3 and multiple positioning plates 1-4; the driving anti-falling plate 1-2 is slidably connected to the upper end of the guardrail body 1-1; guardrail The outer end of the main body 1-1 is evenly welded with a plurality of steel bars 1-3, and each of the outer ends of the plurality of steel bars 1-3 is welded with a positioning plate 1-4; the two ends of the shock absorber assembly 2 are respectively connected to two guardrails On the two guardrail body 1-1 inside the plate assembly 1; the linkage rack assembly 3 is provided with two, and the shock absorber assembly 2 is transmission-connected to the inner ends of the two linkage r...

specific Embodiment approach 2

[0033] Such as Figure 1-12As shown, the linked rack assembly 3 includes a linked rack body 3-1, a limit baffle 3-2 and an L-shaped push-pull link 3-3; the linked rack body 3-1 is meshed with a shock absorber Component 2; the inner end of the linkage rack body 3-1 is fixedly connected to the limit baffle 3-2, and the limit baffle 3-2 is blocked on the inner side of the shock absorber assembly 2, and the linkage rack body 3-1 The outer end of the L-shaped push-pull connecting rod 3-3 is fixedly connected, and the L-shaped push-pull connecting rod 3-3 is fixedly connected to the outer end of the driving anti-fall plate 1-2; The lower end of the board body 1-1. When the linkage rack assembly 3 is in use, when the shock absorber assembly 2 is working, the linkage rack body 3-1 moves inwardly under the transmission action of the shock absorber assembly 2, and the linkage rack body 3-1 passes through the L The push-pull connecting rod 3-3 pulls the driving anti-fall plate 1-2 insi...

specific Embodiment approach 3

[0034] Such as Figure 1-12 As shown, the shock absorber assembly 2 includes a hinged seat 2-1, a hinged arm 2-2, a shock absorber arm assembly 2-3, a chute seat 2-4, a guide slide bar 2-5, a bidirectional rack 2- 6. Front baffle 2-7, rear baffle 2-8, transmission wheel assembly 2-9 and linkage wheel assembly 2-10; said articulated arm 2-2 is provided with two, two articulated arms 2-2 One end is rotatably connected to the two ends of the articulated seat 2-1 through a articulated shaft, and the other ends of the two articulated arms 2-2 are rotatably connected to the two shock absorbing arm assemblies 2-3 through a articulated shaft, and the two shock absorbing arms The inner side of the component 2-3 is respectively fixedly connected to the left and right ends of the chute seat 2-4; the outer end of the shock absorbing arm component 2-3 is connected to the guardrail body 1-1; the hinged seat 2-1 Fixedly connect the front end of the guide slide bar 2-5, the guide slide bar 2...

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PUM

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Abstract

The invention relates to the field of bridge construction, in particular to a bridge guardrail telescopic device. The bridge guardrail telescopic device comprises two guardrail plate assemblies, a damping frame assembly and a linkage rack assembly. Each guardrail plate assembly comprises a guardrail plate body, a driving anti-falling plate, multiple rebars and multiple positioning plates. The driving anti-falling plates are connected to the upper ends of the guardrail plate bodies in a sliding fit mode. The rebars are evenly welded to the outer ends of the guardrail plate bodies, and the positioning plates are welded to the outer ends of the rebars respectively. The two ends of the damping frame assembly are connected to the two guardrail plate bodies on the inner sides of the two guardrail plate assemblies respectively. When a bridge deforms or vibrates, the damping plate assembly in the device can achieve the effects of damping and buffering; when a gap exists in the bridge, the damping frame assembly can drive the driving anti-falling plates in the guardrail plate assemblies to slide inwards through the linkage rack assembly, thus, the gap generated by the bridge is blocked, andvehicles or pedestrians running on the bridge are prevented from falling off the bridge.

Description

technical field [0001] The invention relates to the field of bridge construction, in particular to a bridge guardrail telescopic device. Background technique [0002] Construction expansion joints are expansion joints, which refer to a structural joint set at an appropriate part along the construction joint direction of a building or structure in order to prevent cracks or damage to the structure due to climate temperature changes (thermal expansion, cold contraction). The expansion joint is to divide the building components above the foundation such as walls, floors, roofs (except wooden roofs) into two independent parts, so that buildings or structures can be horizontally expanded along the long direction. In the prior art, the types of expansion joints mainly include the following types: 1) Galvanized thin steel plate expansion joints: on small and medium span fabricated simply supported beam bridges, when the deformation of the beam is within 20-40mm, it is often selecte...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/10
CPCE01D19/103
Inventor 柳迪
Owner 王勇
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