Orthotropic steel plate-concrete composite bridge deck and construction method thereof

An orthotropic and concrete technology, applied in bridges, bridge construction, bridge parts, etc., can solve unfavorable problems, achieve the effect of reducing the structure's self-weight, reducing the cost, and increasing the bending capacity of the transverse bridge

Inactive Publication Date: 2018-04-20
CHONGQING UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, welding is required between the composite bridge deck and the girder web. For composite girder bridges with a high degree of assembly construction, the construction method that the main girder can be hoisted separately from the bridge deck, and then combined after the two are in place is very important. Important; at the same time, because the force of the bridge deck is more unfavorable than that of the bridge, the traditional steel-concrete composite bridge deck needs to be equipped with a large number of beams to ensure the safety of the bridge deck

Method used

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  • Orthotropic steel plate-concrete composite bridge deck and construction method thereof
  • Orthotropic steel plate-concrete composite bridge deck and construction method thereof
  • Orthotropic steel plate-concrete composite bridge deck and construction method thereof

Examples

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Effect test

Embodiment 1

[0032] An orthotropic steel plate-concrete composite bridge deck is characterized in that it comprises an orthotropic steel plate, a reinforcement mesh and a concrete structure layer 2 .

[0033] see figure 1 , the orthotropic steel plate includes a steel bottom plate 1 and eight T-shaped steel plates 3 . Each T-shaped steel 3 includes a T-shaped steel web 301 and a T-shaped steel flange 302 . The plate surfaces of the T-shaped steel web 301 and the T-shaped steel flange 302 are perpendicular to each other. The length direction of the T-shaped steel web 301 and the T-shaped steel flange 302 is consistent with the direction of the transverse bridge.

[0034] see figure 2 and image 3 , the eight T-shaped steels 3 are arranged at intervals along the longitudinal bridge direction on the upper surface of the steel base plate 1 . The steel bottom plate 1 is parallel to the surface of the T-shaped steel flange 302 and perpendicular to the surface of the T-shaped steel web 301 ...

Embodiment 2

[0041] This embodiment discloses a construction method for the orthotropic steel plate-concrete composite bridge deck described in Embodiment 1, which includes the following steps:

[0042]1) Orthotropic steel plates are processed in a factory. Widened circular holes 3011 are provided at intervals in the T-shaped steel web 301 . T-shaped steel 3 and flange baffle 6 are welded on the upper surface of steel base plate 1 .

[0043] 2) Transport the processed orthotropic steel plate to the construction site. The orthotropic steel plate is hoisted to the steel longitudinal beam by a crane, and its position is precisely adjusted. After the position adjustment is completed, the orthotropic steel plate is welded to the steel longitudinal beam.

[0044] 3) Make reinforcement mesh at the reinforcement processing factory near the bridge site. After the processed steel mesh is transported to the construction site, the steel mesh sheet is hoisted and laid above the T-shaped steel flang...

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Abstract

The invention provides an orthotropic steel plate-concrete composite bridge deck and a construction method thereof. The composite bridge deck comprises orthotropic steel plates, a reinforcement mesh and a concrete structure layer, wherein the orthotropic steel plates include a steel bottom plate and a plurality of T-shaped steel sections; the plurality of T-shaped steel sections are arranged at intervals on the upper surface of the steel bottom plate along a longitudinal direction of a bridge; the reinforcement mesh is paved above flanges of the T-shaped steel sections; and a plurality of flange baffle plates are also welded on the upper surface of the steel bottom plate. During working, the concrete structure layer and the orthotropic steel plates are cooperatively stressed. The construction method of the composite bridge deck comprises the steps of processing the orthotropic steel plates, hoisting the orthotropic steel plates, paving the reinforcement mesh, pouring the concrete structure layer and the like. The composite bridge deck increases the bending resistance in a transverse direction of the bridge, reduces the thickness of the bridge deck, reduces the dead load, enhances the bending resistance of the bridge deck in the transverse direction of the bridge as well as the overall crossing capacity of a main body of the bridge, reduces the manufacturing cost, improves the durability of the structure, and has wide application prospects.

Description

technical field [0001] The invention relates to the technical field of bridge engineering, in particular to an orthotropic bridge deck structure and a construction method thereof. Background technique [0002] The bridge deck is an important component that transmits various loads on the bridge surface to the main girder, directly bears the repeated action of the wheel load, and is one of the vulnerable parts of the bridge structure. At present, the bridge decks commonly used in engineering are divided into three types: concrete bridge decks, steel bridge decks and steel-concrete composite bridge decks. [0003] Concrete bridge deck has the advantages of high rigidity and low cost, but due to its heavy weight, low construction efficiency, and easy cracking, it is not economical when used in long-span bridges, mainly in small and medium-span bridges or projects with loose construction period requirements application. Due to the advantages of light weight, high strength and f...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/12E01D21/00
CPCE01D19/125E01D21/00
Inventor 秦凤江狄谨周绪红宋锦瑞徐梁晋邹杨
Owner CHONGQING UNIV
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