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Polycarbonate (PC) composite bridge with corrugated steel webs and construction method for PC composite bridge

A technology of corrugated steel webs and corrugated steel plates, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve problems affecting the bending resistance and torsional stiffness of double corrugated steel webs, unfavorable local forces, and prolonging the construction period , to achieve beautiful appearance, improve local force, and expand the use of the effect

Active Publication Date: 2014-01-29
SHENZHEN UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] 1. The two layers of corrugated steel plates of the double corrugated steel web are hollow, and the two layers of corrugated steel plates are separated from each other without forming a whole. This is not only not conducive to local stress, but also seriously affects the bending resistance and Torsional rigidity, and due to insufficient rigidity during construction, its own stability is poor, and more supports are needed to maintain the stability of double corrugated steel webs, which greatly restricts the competitiveness of double corrugated steel web bridges in urban bridge construction , which limits the scope of use, the current curved bridges and long-span bridges rarely use double corrugated steel web bridges
[0004] 2. The concrete roof and concrete floor of the existing double corrugated steel web bridge need to install formwork supports during construction, and these formwork supports need to be removed after the construction is completed, which not only increases the cost expenditure, but also prolongs the construction period

Method used

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  • Polycarbonate (PC) composite bridge with corrugated steel webs and construction method for PC composite bridge
  • Polycarbonate (PC) composite bridge with corrugated steel webs and construction method for PC composite bridge
  • Polycarbonate (PC) composite bridge with corrugated steel webs and construction method for PC composite bridge

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Embodiment Construction

[0037] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0038] Please refer to figure 1 and figure 2 As shown, it shows a specific structure of a PC bridge with corrugated steel webs in the present invention, including a concrete roof 1, a concrete floor 2, and two double waveforms that are symmetrically distributed between the concrete roof 1 and the concrete floor 2 Steel web 3, the double corrugated steel web 3 can be erected or obliquely erected, wherein:

[0039] The bottom surface of the concrete roof 1 is equipped with an upper profiled steel plate 4 , and the bottom surface of the concrete bottom plate 2 is equipped with a lower profiled steel plate 5 .

[0040] The double corrugated steel web 3 includes two layers of corrugated steel plates 31 and a plurality of connectors 32 connected between the two layers of corrugated steel plates 31, and the connectors 32 are connected between the t...

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Abstract

The invention discloses a polycarbonate (PC) composite bridge with corrugated steel webs and a construction method for the PC composite bridge. The PC composite bridge comprises a concrete top plate, a concrete bottom plate and two double-corrugated steel webs; the bottom surface of the concrete top plate and the concrete bottom plate are provided with upper and lower profiled steel sheets; each double-corrugated steel web comprises two layers of corrugated steel plates and a plurality of connecting pieces; concrete is filled between the two layers of corrugated steel plates; the connecting pieces are connected between the two layers of corrugated steel plates, so that the two corrugated steel plates work together and the aim of greatly improving bending rigidity and torsional rigidity is fulfilled; the upper ends of the double-corrugated steel webs are connected with steel top plates connected with the upper profiled steel plate; and the lower ends of the double-corrugated steel webs are connected with steel bottom plates connected with the lower profiled steel plate. The double-corrugated steel webs are integral, the bending rigidity and torsional rigidity are improved by more than 4 times, the stability is high during construction, and the application range of the bridge is widened; and the profiled steel plates are adopted, so that formwork supports for the concrete top plate and the concrete bottom plate are eliminated during construction, construction without formworks and with a few supports is realized, the cost is reduced and the construction period is shortened.

Description

technical field [0001] The invention relates to a bridge and a construction method thereof, in particular to a corrugated steel web composite PC bridge and a construction method thereof. Background technique [0002] With the development of bridge construction technology, it is found that corrugated steel webs have stronger shear and crack resistance than concrete webs, so more and more bridges use corrugated steel web bridges. Earlier, When people build bridges with corrugated steel webs, they all use single corrugated steel webs. At the present stage, some corrugated steel web bridges have adopted double corrugated steel webs. As the Chinese patent application number 200810032493.1, the patent application document is disclosed A double corrugated web steel box girder, the web of the double corrugated web steel box girder is a double corrugated steel web, the double corrugated steel web with two layers of corrugated steel plates and the single corrugated steel web with only...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D2/00E01D21/00
Inventor 李勇孙天明张建东郭帅彭跃飞
Owner SHENZHEN UNIV
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