Construction method suitable for closing cantilever beam of continuous steel structure in loess area
A construction method and cantilever technology, applied to bridges, bridge construction, erection/assembly of bridges, etc., to achieve the effects of reducing conversion time, reducing safety hazards, and reducing maintenance costs
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[0016] The specific implementation manners of the present invention will be described in further detail below in conjunction with the accompanying drawings.
[0017] Construction steps of the present invention include:
[0018] Step 1: Construction of No. 0 beam section: The load-bearing of the bracket is designed according to two pourings. The embedded parts are constructed during the last two stages of the double thin-walled piers, and the tower crane is used for hoisting on site. The 0# box girder is poured twice. Pre-buried the bracket φ32 chamfered corbel reinforcement and 5cm PVC pipe on the top of the pier, and reserved the slot position. During the installation, first penetrate the φ32 fine-rolled rebar to install the joists, then lay the I-steel longitudinal and beams, and set up the buckle-type brackets with a spacing of 90x90cm. Secondly, temporary buttresses are used at the top of the side-span consolidation pier, and the cross-section of the pier is 1.2. There ar...
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