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Support device for constructing continuous box girder bridge and elevation adjusting method

A technology of supporting devices and box girders, which is applied to bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of large bridge height difference and difficult to effectively control the height difference of closing dragon, etc., and achieve the effect of force balance

Inactive Publication Date: 2013-06-12
SHANGHAI MUNICIPAL CONSTR
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  • Abstract
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  • Claims
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Problems solved by technology

[0003] At present, the support devices of concrete cast-in-place box girders mostly adopt floor scaffolding or steel pipe supports, etc., which use the ground to support the structure, and the foundation treatment at the support device must be carried out. However, due to the foundation settlement and the excessive internal force of the support during the construction process Safety accidents occur every year, and due to the accumulation of errors in the cantilever construction process, it is difficult to effectively control the height difference when the side spans are closed, which makes the height difference too large when the bridge is closed

Method used

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  • Support device for constructing continuous box girder bridge and elevation adjusting method
  • Support device for constructing continuous box girder bridge and elevation adjusting method

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Embodiment Construction

[0020] The supporting device used for the construction of the continuous box girder bridge proposed by the present invention is described in further detail below in conjunction with the accompanying drawings and specific embodiments. illustrate. 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.

[0021] The core idea of ​​the present invention is to provide a support device for the construction of a continuous box girder bridge, the continuous box girder bridge includes a superstructure and a pier cap supporting the superstructure, the superstructure of the side span of the continuous box girder bridge There is a concrete cast-in-place box girder on it, and the support device supports the concrete cast...

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Abstract

The invention provides a support device for constructing a continuous box girder bridge and an elevation adjusting method. The continuous box girder bridge comprises an upper structure and a bridge pier bearing platform for bearing the upper structure; the upper structure on the sidespan of the continuous box girder bridge is provided with a concrete cast-in-place box girder; the support device supports the concrete cast-in-place box girder, and takes the bridge pier bearing platform of the constructed continuous box girder bridge as a stance of a steel tube holder in the support device to support the concrete cast-in-place box girder, and the safety of the cast-in-place section of the concrete box girder is ensured in the cast-in-place process; and the elevation adjusting method comprises a step of applying pre-jacking force on the concrete cast-in-place box girder through a jack to adjust the elevation of the concrete cast-in-place box girder, so that the control and adjustment of the altitude difference of the sidespan closure of prestressed concrete are facilitated.

Description

technical field [0001] The invention relates to the construction field of continuous box girder bridges, in particular to a support device and an elevation adjustment method for the construction of continuous box girder bridges. Background technique [0002] The long-span prestressed concrete continuous box girder bridge has been widely promoted and constructed in my country because of its low cost, convenient maintenance, and reasonable stress. For long-span prestressed concrete continuous box girder bridges, due to the requirements of cantilever construction technology in the construction of side-span concrete box girders, it is necessary to set up side-span cast-in-place sections, and the length of side-span concrete box girder cast-in-place sections is generally more than 6 meters. Because the concrete cast-in-place box girder is self-heavy, it must adopt the cast-in-place form of the bracket, and the structural form of the bracket and the internal force control during t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
Inventor 宋胜录伍小平李鑫奎陈晋赵一鸣
Owner SHANGHAI MUNICIPAL CONSTR
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