Method for erecting steel girder of cable-stayed bridge with diagonal main trusses
A technology for cable-stayed bridges and steel girders, which is applied in bridge construction, bridge erection/assembly bridges, etc. It can solve problems such as large mid-span deflection, difficulty in positioning and installing diagonal web bars, and heavy welding workload on the upper deck.
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[0039] Such as figure 1 , figure 2 As shown, the steel girder section of the inclined main truss cable-stayed bridge consists of diagonal webs 100 , lower chords 200 , lower deck systems 300 , vertical webs 400 , cross-links 500 , upper chords 600 and upper deck systems 700 . The upper chord spacing is greater than the lower chord spacing, and the upper bridge deck system 700 has a transverse width greater than its longitudinal length.
[0040] Below take the construction of the steel girder of the oblique main truss cable-stayed bridge erected by the cantilever of the girder crane as an example, in conjunction with the accompanying drawings of the description, the present invention is described in detail.
[0041] The steel girder erection method of the oblique main truss cable-stayed bridge provided by the present invention comprises the following steps:
[0042] A10, install the diagonal web pole 100, fix the lifting wire rope on the diagonal web pole 100, and guide chai...
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