This invention discloses a three-dimensional
assembly method for ultra-large span double-layer steel truss bridges, including: setting two rows of steel piers according to the camber of the jig and preventing settlement; using a
gantry crane with special clamps to achieve the
horizontal and vertical conversion of the truss segments; assembling the first segment in the order of lower
bridge deck, side trusses, and upper
bridge deck; subsequently, matching and
welding the mother segments in the same order; pre-setting vertical anti-deformation during
assembly, and
welding from the middle section to both sides; uniformly installing anchor pipes after the completion of the large segment
assembly in a single round; setting three
quality control points during assembly to check the total length, side curvature, truss width,
diagonal difference, camber, and
anchor point spacing; after passing the test, disassembling and removing the jig, retaining the mother segment for the next round. This application controls
welding deformation and cumulative alignment error through multi-segment continuous matching assembly and anti-deformation pre-setting; the subsequent installation of anchor pipes avoids collisions and ensures
anchor point accuracy; setting the jig according to the camber and re-measuring in rounds achieves a reliable transition from stress-free to stress-loaded installation.