Three-span variable-height steel-concrete mixed continuous beam construction method
A technology of mixed continuous and construction methods, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of unfavorable waterway use, large site impact, complex construction technology, etc., and shorten the temporary occupation time and hoisting time Short, the effect of improving the construction accuracy
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[0018] Example: such as Figure 1 to Figure 3 As shown, the construction method of the three-span variable-height steel-concrete hybrid continuous beam in this embodiment is realized by the following steps, taking an actual project as an example:
[0019] 1) Block 0# segment box girder is cast-in-place with cantilever brackets, and temporary locks and caps are fixed in block 0#.
[0020] The construction of block 0# includes the following points: Treatment of pier top: In order to fill the gaps on the side of the pier top support, a half-brick wall can be built on the periphery of the pier top. The height of the brick wall is lower than the top surface of the support 3- 5cm, then fill the gap between the top of the pier with sand and sprinkle water to vibrate, then pour 3-5cm fine-graded concrete, the top surface of the concrete is 2-3mm higher than the support, and finally a layer of butter is applied as the bottom mold of the 0# block . When the system is converted, the brick wall
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