CONSTRUCTION SCHEME OF THE WHOLE SECTION OF 300m ULTRA-HIGH TOWER CABLE-STAYED BRIDGE
The selection of steel-concrete composite girder construction scheme of cable-stayed bridge across deep canyon in mountainous area is different from that of cable-stayed bridge across big river and sea,because it is limited by topography and landform.Based on the background of a large bridge,this paper compares and analyzes the advantages and disadvantages of the cable-concrete composite girder cable-stayed bridge constructed by cable crane and cantilever deck crane,in order to provide some reference for the construction of similar projects in the future.
steel-concrete composite beamcable-stayed bridgeconstruction of the whole section
NETL
NSTL
万方数据
