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Temporary consolidation structure of steel box girder

A temporary consolidation, steel box girder technology, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of steel box girder placement position offset, beam subsidence, non-coplanar support seats, etc.

Active Publication Date: 2021-07-16
CHINA RAILWAY 19TH BUREAU GRP 3RD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In the prior art, the beam is provided with a plurality of support bases for supporting the steel box girder. Since the pressure applied to each support base is different during the placement process of the steel box girder, the surface of the beam may have different degrees of subsidence , causing the support bases to be out of plane, or the plane where the support bases are located to be tilted, resulting in the deviation of the placement of the steel box girder, and even safety accidents such as overturning in severe cases

Method used

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  • Temporary consolidation structure of steel box girder
  • Temporary consolidation structure of steel box girder
  • Temporary consolidation structure of steel box girder

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Embodiment Construction

[0025] In order to more clearly understand the above objects, features and advantages of the present disclosure, the solutions of the present disclosure will be further described below. It should be noted that, in the case of no conflict, the embodiments of the present disclosure and the features in the embodiments can be combined with each other.

[0026] In the following description, many specific details are set forth in order to fully understand the present disclosure, but the present disclosure can also be implemented in other ways than described here; obviously, the embodiments in the description are only some of the embodiments of the present disclosure, and Not all examples.

[0027] figure 1 It is a structural schematic diagram of the temporary consolidation structure of the steel box girder described in the embodiment of the present disclosure, figure 2 It is a top view of the structure between the beam and the steel box girder in the embodiment of the present dis...

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Abstract

The invention relates to the technical field of bridge construction, in particular to a temporary consolidation structure for a steel box girder. The structure comprises a cross beam, a steel box girder is arranged at the upper end of the cross beam, a plurality of temporary supporting seats are arranged between the steel box girder and the cross beam, at least one base is arranged between the temporary supporting seats and the cross beam, and a plurality of temporary supporting seats are arranged on each base. In the structure provided by the invention, the plurality of temporary supporting seats are arranged between the cross beam and the steel box girder, the at least one base is arranged between the temporary supporting seats and the cross beam, and the plurality of temporary supporting seats are arranged on each base, so that the pressure of the steel box girder on the temporary supporting seat on each base is transmitted to the corresponding base. The base can evenly apply the borne pressure to the cross beam, deformation caused by the fact that the cross beam is locally stressed by large pressure is effectively avoided, the upper surfaces of the temporary supporting seats are guaranteed to be located in the same plane, the plane where the temporary supporting seats are located is parallel to the cross beam, deviation of the position of the steel box girder is avoided, and the installation safety of the steel box girder is improved.

Description

technical field [0001] The present disclosure relates to the technical field of bridge construction, in particular to a temporary consolidation structure of a steel box girder. Background technique [0002] With the large-scale construction of highways and railway transportation networks in my country, the construction of long-span cable-stayed bridges also appears frequently. Due to the light weight of steel box girders and good spanning performance, long-span cable-stayed bridges are all made of steel box girders. Main girder structure, steel box girder cantilever installation and construction will also be the most common construction method in the main girder construction of long-span cable-stayed bridges. During the installation and construction of the steel box girder cantilever, the girder crane lifts the steel box girder and places it on the beam. [0003] In the prior art, the crossbeam is provided with a plurality of support seats for supporting the steel box girder...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D2/04
CPCE01D21/00E01D2/04
Inventor 赵立财张林锋黄海峰张业权徐亮
Owner CHINA RAILWAY 19TH BUREAU GRP 3RD