Soft soil foundation bridgehead bumping eliminating device

A bridge head jumping and soft soil foundation technology, which is applied to bridges, bridge parts, bridge construction, etc., can solve the problems of critical driving safety, loss of height transition and bearing capacity, and achieve the effect of reducing impact force

Pending Publication Date: 2022-03-18
中铁建湖南高速公路有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For example, the installed bridge head will break with the settlement of the embankment, and then lose the proper height transition and bearing capacity, endangering driving safety

Method used

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  • Soft soil foundation bridgehead bumping eliminating device
  • Soft soil foundation bridgehead bumping eliminating device
  • Soft soil foundation bridgehead bumping eliminating device

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Embodiment Construction

[0019] In order to make the above objects, features and advantages of the present invention more comprehensible, specific implementations of the present invention will be described in detail below in conjunction with the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, the present invention can be implemented in many other ways different from those described here, and those skilled in the art can make similar improvements without departing from the connotation of the present invention, so the present invention is not limited by the specific embodiments disclosed below.

[0020] Such as Figure 1-Figure 3 As shown, the present invention provides a vehicle jumping elimination device for soft soil foundation, which is characterized in that it includes: abutment 1, retaining platform 3, tower plate, stress support 31; Between the tops of the soil retaining p...

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Abstract

The invention discloses a device for eliminating bumping at a bridgehead of a soft soil foundation. The device comprises a bridge abutment, a soil retaining platform, a tower plate and a stress bracket, the tower plate is arranged between the bridge abutment and the top of the soil retaining platform; the stress support comprises a cross table, a first supporting component and a second supporting component. The cross-shaped table is fixedly connected with the butt strap, one end of the first supporting component and one end of the second supporting component are rotationally connected with the two sides of the cross-shaped table respectively, the other end of the first supporting component and the other end of the second supporting component are rotationally connected with sliding seats, the stress support is in sliding connection with the sliding grooves through the sliding seats, and elastic pieces are further arranged in the sliding grooves. The elastic piece abuts against the end of the sliding base. By the adoption of the design, the stress support is arranged between the approach slab and the soil retaining platform, impact force acting on the approach slab is counteracted through the stress support, the phenomenon that the baffle settles and forms slab staggering with an embankment is avoided, meanwhile, the spherical support is arranged between the bridge abutment and the approach slab, impact force acting on the connecting position of the approach slab and the bridge abutment is reduced, slab staggering is avoided, and the safety of the embankment is improved. The driving safety is influenced.

Description

technical field [0001] The invention relates to the technical field of bridge engineering, in particular to a device for eliminating vehicle jumping at the bridge head on soft soil foundation. Background technique [0002] The road-bridge transition section is a cancer that restricts the overall rapid development of road traffic, and vehicle jumping at the bridge head has become a worldwide problem. The main factors causing the vehicle jump at the bridge head are: uneven settlement, sudden change in stiffness, vehicle speed and the anti-vibration performance of the vehicle itself. As far as urban road conditions are concerned, it is mainly caused by uneven settlement at the junction between flexible roads and rigid structures due to different stiffnesses, resulting in staggered platforms. There are differences in the composition materials, stiffness, strength, and expansion and contraction of bridges and subgrade pavement, and concentrated stress is easy to form when the br...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01D19/00E01D19/04E01C3/00
CPCE01D19/02E01D19/00E01D19/042E01C3/00
Inventor 耿杰丁海峰温勇兵刘晓剑金可云
Owner 中铁建湖南高速公路有限公司
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