Prestressed concrete-steel tank beam bond beam continuous beam bridge

A technology of concrete girder and concrete box girder, applied in bridges, bridge parts, bridge materials, etc., can solve problems such as the vulnerability of bridge deck pavement, and achieve the effect of reducing the building height of the main bridge, increasing the spanning capacity, and reducing the project cost.

Inactive Publication Date: 2015-07-08
WUHAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to provide a prestressed concrete-steel channel girder combined girder continuous girder bridge, which can make full use of the mechanical properties of different materia

Method used

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  • Prestressed concrete-steel tank beam bond beam continuous beam bridge
  • Prestressed concrete-steel tank beam bond beam continuous beam bridge
  • Prestressed concrete-steel tank beam bond beam continuous beam bridge

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Embodiment Construction

[0026] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0027] The invention includes a bridge pier and a beam structure, and the beam structure is provided with a prestressed concrete box girder section 1 , a concrete-steel channel beam combination beam section 3 and a steel-concrete transition section 2 . Concrete-steel channel beam combined beam section 3 is located in the positive bending moment area of ​​the span, and is connected to prestressed concrete box girder section 1 through steel joint 2.3 of steel-concrete transition section 2 at both ends. In order to realize the smooth transmission of force between different beam segments, the steel joint 2.3 is set in the positive and negative bending moment alternating area.

[0028] The concrete-steel channel beam combined beam section 3 is formed by connecting the lower steel channel beam 3.1 and the upper concrete bridge deck 3.5 through shea...

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Abstract

The invention provides a prestressed concrete-steel tank beam bond beam continuous beam bridge. The prestressed concrete-steel tank beam bond beam continuous beam bridge comprises piers, a concrete-steel tank beam bond beam section and prestressed concrete box girder sections. The concrete-steel tank beam bond beam section is located in a midspan positive moment region, the prestressed concrete box girder sections are located in other positions, and steel-concrete transition sections are arranged between the prestressed concrete box girder sections and the concrete-steel tank beam bond beam section. Compared with the prior art, the prestressed concrete-steel tank beam bond beam continuous beam bridge has the following advantages that material performance is fully utilized, and engineering manufacturing cost is reduced; the spanning capacity of the bridge is improved, and the building height of a main bridge is reduced; the dead weight is effectively reduced, midspan deflection is reduced, the spanning capacity is improved, and the building height of the main bridge is reduced; the concrete-steel tank beam bond beam is connected with a bridge deck pavement layer through a concrete bridge deck, and the problem that an ordinary steel box girder bridge deck is easily damaged in the pavement process can be solved; the concrete-steel tank beam bond beam is conveniently prefabricated in a factory, the construction progress can be greatly accelerated, the bridge forming effect is good, and the bridge is especially suitable for channel crossing or overpass bridges.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a prestressed concrete-steel channel beam combined beam continuous beam bridge. Background technique [0002] With the continuous development of social economy and the gradual increase of bridge spans, the spanning capacity of traditional prestressed concrete continuous girder bridges is greatly limited due to the influence of the structure's own weight. Steel box girder bridges have been widely used in long-span bridges because they can reduce the structural weight, have high rigidity and strong spanning capacity, and can significantly improve the mechanical performance of bridge structures. However, the high cost of steel box girder bridges, complex construction, and fragile deck pavement limit the development of steel box girder bridges. Contents of the invention [0003] The purpose of the present invention is to provide a prestressed concrete-steel ...

Claims

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Application Information

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IPC IPC(8): E01D2/04E01D19/00
CPCE01D2/00E01D2/04E01D2101/268E01D2101/28
Inventor 何雄君杜阳章恒王江高兴赞封孝欣甘帆冯佳何江源董杰马嘉骏
Owner WUHAN UNIV OF TECH
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