Novel steel braced girder composite structure

A composite structure and steel truss girder technology, which is applied to bridges, truss bridges, bridge parts, etc., can solve the problems of structural stress and unreasonable use, unreasonable span layout, and prone to negative reaction forces on supports. Achieve the effect of easy procurement, high rigidity and strong integrity

Inactive Publication Date: 2009-01-14
ZHONGTIE MAJOR BRIDGE RECONNAISSANCE & DESIGN INST
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The following problems are often encountered in the design of this bridge type: 1. Due to the large span of the bridge, or under various external conditions, the span layout is not reasonable, the support is prone to negative reaction force, or the live load is large , if the whole bridge adopts steel truss girders, it may cause unreasonable structural force and use in some cases; Difficult to design

Method used

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  • Novel steel braced girder composite structure
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  • Novel steel braced girder composite structure

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Embodiment Construction

[0010] In the present invention, steel-concrete composite bridge deck segments 2 may also be arranged in the middle span of the main truss 1 as required, and full steel beam structure segments may be arranged in the side span of the main truss 1 in the middle span as required. 3.

[0011] refer to figure 1 , the main truss 1 of the present invention has 6 piers 4 in total, the steel-concrete deck segment 2 is arranged at the side span length L1=168 meters, and the all-steel truss segment 3 is arranged at the mid-span length L2=756 meters.

[0012] figure 2 It is the standard cross-section of the all-steel truss segment 3 arranged within the mid-span L2 of the main truss 1.

[0013] image 3 It is the standard cross-section of the steel-concrete deck segment 2 arranged within the range of the side span L1 of the main truss 1.

[0014] The present invention adopts all-steel truss girder segments in the section where self-weight needs to be reduced, and uses steel-concrete c...

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Abstract

The invention relates to a novel steel truss beam composite structure. A steel-concrete combined bridge surface subsection is arranged at the side span or at the middle span of a main truss according to the requirements, and an all-steel beam structure subsection can be arranged at the middle span or at the side span of the main truss according to the requirements. In the invention, the all-steel truss beam subsection is adopted at the section with the deadweight required to be reduced, and the steel-concrete combined bridge surface subsection is adopted when the deadweight is required to be increased or the rigidness of the bridge beam is required to be increased. The characteristics of strong integrity and great rigidity of the steel truss beam-concrete combination are fully utilized in the invention, and problems of rigidity of the all-steel truss beam and negative reaction of the side span are solved. Therefore, the invention has the advantages that the stress rationality of double-purpose continual steel truss beams of wide-span highways and railways can be guaranteed, the material performance of steel and concrete is fully utilized, the cross section of each rod is reduced, and the requirements for the steel beams and thick sheets are reduced, so the steel material can be purchased easily. So the reduction of the whole project cost is realized.

Description

technical field [0001] The invention relates to a long-span road-rail dual-purpose bridge. Background technique [0002] In recent decades, with the rapid development of my country's social economy, the traffic volume of trains and automobiles with the demand of crossing rivers and seas has increased rapidly, while the resource of bridge space is limited. At the same time, due to the navigation requirements of rivers, the span of bridges is also increasing. Larger, the requirements for the performance of bridges are getting higher and higher. Steel truss bridges for highway and railway have the advantages of large span, light weight, and high bearing capacity, and are often the first choice for bridges across rivers and seas. The following problems are often encountered in the design of this bridge type: 1. Due to the large span of the bridge, or under various external conditions, the span layout is not reasonable, the support is prone to negative reaction force, or the live...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D6/00E01D19/12
Inventor 高宗余徐伟刘汉顺张敏杜萍陈英兰阳
Owner ZHONGTIE MAJOR BRIDGE RECONNAISSANCE & DESIGN INST
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