Method for longitudinal arrangement of temporary bracings in transverse-partitioning construction of steel box girder
A longitudinally arranged, steel box girder technology, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of low reinforcement efficiency, insignificant improvement effect of deformation and stress, etc.
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[0013] Such as figure 1 As shown, the temporary support form is X-shaped scissors, and the fulcrum of the scissors is set at the junction of the diaphragm and the top and bottom plates; figure 2 As shown, the transverse bridge support is separated by a longitudinal rib at the opening side of the beam block missing web; the longitudinal bridge layout method is as follows: Figure 3-1 As shown, first, two temporary scissor braces are arranged at the two ends of the opening side respectively, and then the modeling analysis is carried out to compare the slippage of the top and bottom plates; as Figure 3-2 As shown in , place the other two temporary scissors at the place with the largest slip, conduct modeling analysis again, compare the slip of the top and bottom plates, and set up temporary scissors at the place with the largest slip; and so on until the deformation satisfies Welding requirements. The temporary scissors bracing is arranged in the transverse direction of the b...
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