Liftable high-bracket trolley and adjacent-span forming and whole-span longitudinal moving mounting process for bridge

A high-support and trolley technology, which is used in the erection/assembly of bridges, bridges, bridge construction, etc., can solve the problems of large traffic impact, hidden traffic safety hazards, and long construction period of local road closures, so as to achieve small traffic impact and uniform pressure. , the effect of high construction efficiency

Active Publication Date: 2013-02-06
SHANGHAI MECHANIZED CONSTR GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 2) The welding, weld inspection, and painting of steel composite beams are all aerial operations, which pose certain hidden dangers to the driving safety of the road below;
[0006] 3) Partial road closures have a long construction period and have a great impact on traffic

Method used

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  • Liftable high-bracket trolley and adjacent-span forming and whole-span longitudinal moving mounting process for bridge
  • Liftable high-bracket trolley and adjacent-span forming and whole-span longitudinal moving mounting process for bridge
  • Liftable high-bracket trolley and adjacent-span forming and whole-span longitudinal moving mounting process for bridge

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Embodiment Construction

[0043] Below in conjunction with the accompanying drawings and specific embodiments, the liftable high-support trolley and the installation process of bridge span forming and whole-span longitudinal movement proposed by the present invention will be further described in detail. Advantages and features of the present invention will be apparent from the following description and claims. It should be noted that the drawings are all in a very simplified form and use imprecise ratios, which are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present invention.

[0044] The core idea of ​​the present invention is to provide a liftable high support trolley and a bridge span forming whole span longitudinal movement installation process. The liftable high support trolley includes a load transport module, a load sharing beam, a hydraulic jacking system, Vertical support system and stable support system, the load sharing beam is set on the lo...

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Abstract

The invention provides a liftable high-bracket trolley and an adjacent-span forming and whole-span longitudinal moving mounting process for a bridge. The liftable high-bracket trolley comprises a load transportation module, a partial load beam, a hydraulic jack system, a vertical support system and a stable support system, wherein the partial load beam is arranged on the load transportation module, the hydraulic jack system is arranged on the partial load beam, and the vertical support system is arranged on the hydraulic jack system. The mounting process includes that large hoisting equipment is adopted to halt at a bridge end to hoist steel superposed beam subsections sequentially to an adjacent bridge deck, a moving type jig frame is used for completing whole-span assembly and welding of the steel superposed beam, construction of concrete bridge deck and other processes is performed on the established bridge deck, the whole steel superposed beam section is moved to an assembling position on the bridge deck so as to be spliced and assembled with the adjacent bridge deck through a plurality of liftable high-bracket trolleys after the whole-span assembly of the steel superposed beam, and then the assembly of the whole steel superposed beam section is completed.

Description

technical field [0001] The invention relates to the field of bridge construction, in particular to a liftable high-support trolley and a bridge span-forming whole-span longitudinal movement installation process. Background technique [0002] At present, the conventional construction technology of long-span steel composite girders is to use hoisting equipment to occupy the road construction, assemble the parts one by one to the permanent fulcrum and temporary fulcrum (pier and temporary support), and then weld the steel composite girder , welding seam inspection, painting, and finally pouring concrete bridge deck, unloading, removing temporary supports, reopening the road, and restoring traffic. [0003] The construction technology of steel composite beams in the prior art mainly has the following disadvantages: [0004] 1) When assembling steel composite beams and constructing concrete slabs at busy traffic intersections, it is necessary to set up temporary supports and use...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
Inventor 吴欣之陈晓明黄毅冯琰胡怡吴昊李荣生张文山
Owner SHANGHAI MECHANIZED CONSTR GRP
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