Quick beam lowering method based on bridge synchronous jacking and overall replacement

A simultaneous jacking and bridge technology, which is applied in building maintenance, construction, building construction, etc., can solve the problem of high carrying height of bridges, and achieve the effect of reducing safety hazards, fast and safe, and simple and effective methods

Inactive Publication Date: 2013-10-16
BEIJING MUNICIPAL BRIDGE MAINTENANCE MANAGEMENT
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  • Summary
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  • Application Information

AI Technical Summary

Problems solved by technology

However, the carrying height of the bridge on the all-in-one machine is relatively high, and the bridge needs to be stably lowered to the demolition height at the demolition site. However, if the bridge with a large weight cannot be stably controlled during the lowering process, there will be safety hazards such as tilting and overturning. Hidden dangers, a more stable beam lowering operation is required

Method used

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  • Quick beam lowering method based on bridge synchronous jacking and overall replacement
  • Quick beam lowering method based on bridge synchronous jacking and overall replacement
  • Quick beam lowering method based on bridge synchronous jacking and overall replacement

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Embodiment Construction

[0025] Such as figure 1 and figure 2 As shown, the rapid beam lowering method based on bridge synchronous jacking and overall replacement first adopts the integrated machine of the carrying frame to lower the bridge 10 as a whole and carry it on the sub-column 20 and the main column 30 with a synchronous jacking device 31 on the top. The sub-column 20 and the main column 30 are multi-segment steel column butt joint structures, and the upper part of the sub-column and the main column is also provided with a spacer 21. 31 to perform synchronous descent of the bridge as a whole.

[0026] The sub-columns and main columns are arranged in a plurality of distributed structures, and two sets of corresponding sub-column and main-column combinations are arranged at both ends of the bridge. Two groups of sub-columns and parent column combinations arranged correspondingly push the bridge through the joists 40 respectively, and a steel connecting beam 22 is connected between each group ...

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Abstract

The invention discloses a quick beam lowering method based on bridge synchronous jacking and overall replacement. The method is characterized by comprising the following steps: adopting an all-in-one machine for bearing, transporting and supporting to lower and place the whole bridge onto a sub column and a parent column at the top of which a synchronous jacking device is mounted, wherein the sub column and the parent column all adopt a multi-section steel column butting structure, and cushion pads are arranged at the upper parts of the sub column and the parent column; performing synchronous lowering for the whole bridge through alternately adjusting the heights of the sub column and the parent column and utilizing the synchronous jacking device arranged at the top of the parent column. The method provided by the invention is simple, effective and fast, is high in safety, and adopts stable and simple beam lowering device so as to quickly achieve stable and gradual lowering of the whole bridge, and reduce the potential safety hazard of construction labor intensity on the crushing facility and the site.

Description

technical field [0001] The invention belongs to the handling and disposal technology of old bridges to be disposed in bridge overall replacement, and specifically relates to a rapid beam-lowering method based on synchronous lifting of the bridge and lowering the old bridge to the processing position in the overall replacement project. Background technique [0002] With a large number of facts about the reconstruction of old bridges in our country, the timely reconstruction of bridges with diseases or damages after demolition has become an important research topic of construction. For the demolition of bridges on main passages or important roads, especially the crossing areas involving various types of traffic passages, on-site demolition or fragmentation cannot be carried out, because the existing environment and site cannot meet the long-term construction requirements, and temporary construction Or the construction of prefabricated bridges cannot meet the site and site crus...

Claims

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Application Information

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IPC IPC(8): E01D24/00
Inventor 卢九章张毅勘立军李建军王贵春赵济平周婧王志顺刘鸿洲王林
Owner BEIJING MUNICIPAL BRIDGE MAINTENANCE MANAGEMENT
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