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A device and construction method suitable for eliminating bridge head jumping

A bridge head jumping and construction method technology, which is applied to bridges, bridge parts, bridge construction, etc., can solve the problems of small construction space, difficult construction, and increased construction difficulty, so as to prolong service life, improve impact resistance, and improve The effect of driving speed and comfort

Active Publication Date: 2022-04-15
NANJING TECH UNIV +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, a variety of methods have been proposed to solve the problem of bridge head jumping, such as: compaction control, using geogrids or setting up road slabs; these methods are designed for the transition section of the bridge road, but due to the The construction space is small and not easy to construct, so these methods undoubtedly increase the difficulty of construction

Method used

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  • A device and construction method suitable for eliminating bridge head jumping
  • A device and construction method suitable for eliminating bridge head jumping
  • A device and construction method suitable for eliminating bridge head jumping

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Embodiment

[0041] The present embodiment is applicable to the device that eliminates bridge head jumping, such as Figure 1-4As shown, including the abutment 7, the abutment backfill 8 and the subgrade 9, the abutment backfill 8 abuts against the rear abutment back of the abutment 7, and the subgrade 9 abuts against the side of the abutment backfill 8 away from the abutment 7 , the upper end of the bridge abutment 7 is provided with a bridge main girder 6, the upper end of the bridge main girder 6 is provided with a bridge deck 11, the upper end of the abutment back fill 8 and the subgrade 9 is provided with a road surface 10, and also includes a pressure bearing device 1 and a connecting pipe 2 , the pressure pump 3, the liquid storage device 4, the pressure bearing device 1 and the liquid storage device 4 are respectively embedded in the upper end of the abutment 7, and the lower end of one side of the main girder 6 of the bridge abuts against the upper end of the pressure bearing devic...

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Abstract

The invention relates to a device and a construction method suitable for eliminating vehicle jumping at the bridge head, and belongs to the technical field of municipal engineering. The device suitable for eliminating vehicle jumping at the bridge head includes the abutment, the abutment backfill and the subgrade. The abutment backfill is in contact with the rear abutment back of the abutment. The main girder of the bridge body is set on the upper end of the bridge body, the bridge deck is set on the upper end of the main girder of the bridge body, the road surface is set on the upper end of the backfill of the platform and the subgrade, and it also includes pressure-bearing devices, connecting pipes, pressure pumps, liquid storage devices, and pressure-bearing devices. and the liquid storage device are respectively embedded in the upper end of the abutment, and the lower end of one side of the main girder of the bridge body is in contact with the upper end of the pressure device; the pressure device, the pressure pump and the liquid storage device are connected through connecting pipes; Equipped with MEMS sensors. After the settlement information is monitored by the MEMS sensor, the invention controls the pressure pump to adjust the height of the pressure plate, which can accurately ensure that the bridge deck and the road surface are at the same height, thereby effectively eliminating the phenomenon of vehicle jumping at the bridge head.

Description

technical field [0001] The invention relates to a device and a construction method suitable for eliminating vehicle jumping at the bridge head, and belongs to the technical field of municipal engineering. Background technique [0002] In the process of bridge construction, bridge structures with relatively high stiffness are generally used to meet the requirements of bearing capacity, which causes a large difference in stiffness between the bridge structure and the bridge-road transition section, and the road-bridge transition section and the bridge abutment will appear to varying degrees. Due to the difference in settlement, the smoothness of the road surface changes, which will seriously affect the normal use of the road, and cause the vehicle to jump when passing. There are three main reasons for the vehicle jump at the bridge head, namely: different strengths between the abutment and the subgrade, untimely drainage and fill loss, design problems and lax construction qual...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F16F15/02E01D19/00E01C3/00E01C19/02E01D19/12E01D21/00F03B13/00F16F15/08
CPCE01D19/00E01C3/00E01C19/02E01D19/125E01D21/00F03B13/00F16F15/02F16F15/08
Inventor 张鑫磊纪展鹏蔡鑫涛高洪梅王志华申志福刘璐孙晋晶汪源
Owner NANJING TECH UNIV
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