Full-section welding construction method for curved steel box girder
A construction method and technology of steel box girder, applied in welding equipment, welding accessories, bridges, etc., can solve the problems of 87° curved steel box girder without mid-pier support and inability to perform full-span installation.
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[0013] Such as figure 1 and figure 2 As shown, the full-section welding construction method of the curved steel box girder includes the following steps: 1) Components enter the site; 2) Temporary pier construction: a pier is set between two adjacent piers, and the pier adopts a steel structure lattice column , the height of the temporary pier is lower than the elevation of the bridge floor, the pier is welded on the pre-embedded steel plate, and the lower end of the pier is rigidly connected to the base plate; 3) Steel box assembly: assemble the on-site components to form sections B1, B2, Sections B3, B4, and B5, of which, sections B1 and B5 are straight sections, and sections B2, B3, and B4 are arc sections; 4) Steel box hoisting: hoist sections B1, B2, B3, and B3 in sequence Section flange, section B4 and section B5, section B1 and section B2 conduct air interface on the first temporary buttress, section B2 and section B3 conduct air interface on the second temporary suppo...
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