This invention discloses a method for manufacturing and constructing a
steel box girder. The
steel box girder adopts a design with large and small ends, including beam segments A, B1, and B2, which are independently hoisted and assembled sequentially from the large end to the small end. All three are assembled using a reverse
assembly method. The manufacturing process of beam segment A includes the following steps: Step A, assembling a jig on an
assembly platform according to the bridge alignment and transverse distribution; Step B, assembling the top plate of A on the jig; Step C, assembling a first transverse diaphragm on one side of the top plate of A; Step D, assembling the web plate of A in the middle of the top plate of A; Step E, assembling a second transverse diaphragm on the other side of the top plate of A and performing internal
welding of beam segment A; Step F, installing the bottom plate ribs of A into the slots one of the first transverse diaphragm and the slots two of the second transverse diaphragm, and positioning and
welding them; Step G, installing the bottom plate of A onto the first and second transverse diaphragms, and performing internal
welding of beam segment A; Step H, installing the railing base; Step I,
grinding, sandblasting, and painting beam segment A.