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Bridge composite beam erecting and hoisting construction method

A construction method and technology of composite beams, applied in bridge construction, bridges, bridge parts, etc., can solve problems such as poor subgrade strength, cumbersome erection methods, and inconvenience in coordinated bridge erection, so as to avoid secondary repairs and improve bearing capacity. Effect

Pending Publication Date: 2022-04-12
武汉誉城千里建工有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a bridge composite beam erection and hoisting construction method, aiming to solve the existing bridge in the prior art in the process of erection, the way of its own erection is too cumbersome, it is not convenient to coordinate the erection of the bridge The purpose of the traditional erection method is to solve the problem of poor strength of the subgrade under the bridge under the force support

Method used

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Experimental program
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Embodiment

[0044] The present invention provides following technical scheme: comprise the following steps:

[0045] S1: Construction and placement of the bridge support base;

[0046] The first step: site preparation, the bridge erecting machine needs to be spliced ​​at the bridgehead subgrade, and the subgrade needs to be flat and dense to meet the installation load standard of the bridge erecting machine;

[0047] The second step: the compaction treatment of the subgrade. First, the bridge subgrade is generally composed of subgrade, road surface, bridge, tunnel engineering and traffic engineering facilities. The subgrade can be a linear structure built with soil or stone. The preparation materials are: earth and stone powder materials. In order to prevent water from entering the roadbed, cement reinforced concrete aggregates with good rigidity can be used to ensure the force compaction on the bridge roadbed. At the same time, combined with sand and stone filler coating It can be used ...

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PUM

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Abstract

The invention provides a hoisting construction method for erecting a bridge composite beam, and belongs to the field of machinery. The method comprises the following steps: 1, preparing a site, splicing a bridge girder erection machine at a bridgehead roadbed, flattening and compacting the roadbed, and meeting the mounting load standard of the bridge girder erection machine; the bridge roadbed is generally composed of a roadbed, a road surface, a bridge, tunnel engineering, traffic engineering facilities and the like, and the construction method has the beneficial effects that the strength of the roadbed is guaranteed by adopting the strong cement reinforced concrete aggregates, so that in the process of erecting the bridge, when the bridge is erected subsequently, the construction period is shortened, and the construction efficiency is improved. The pavement structure can be further erected and supported conveniently, and a bridge roadbed treatment mode is adopted, so that the pavement of the lower bridge foundation support aspect structure is ensured.

Description

technical field [0001] The invention belongs to the field of machinery, and in particular relates to a construction method for erecting and hoisting composite beams of bridges. Background technique [0002] Bridges generally refer to structures erected on rivers, lakes and seas to allow vehicles and pedestrians to pass smoothly. In order to adapt to the modern high-speed development of the transportation industry, bridges are also extended to buildings that cross mountain streams, poor geology or meet other transportation needs to make traffic more convenient. A bridge is generally composed of a superstructure, a substructure, a support and ancillary structures. The superstructure, also known as the span structure, is the main structure for crossing obstacles; [0003] The substructure includes abutment, pier and foundation; the support is the force transmission device set at the support of the bridge span structure and pier or abutment; the auxiliary structure refers to th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D19/00E01D19/04E01C3/00E01C3/06E01C3/04E01C19/48
Inventor 叶井亮高苗吴品
Owner 武汉誉城千里建工有限公司