Bridge with composite beam structure and construction method thereof
A technology for combining beams and bridges, which is used in bridges, bridge construction, erection/assembly of bridges, etc. It can solve the problem that concrete bridge decks with cantilevers are not suitable, the cantilever parts are difficult to hoist and construct, and it is difficult to meet the requirements of shear nail arrangement. and other problems, to achieve the effect of short construction period, convenient construction and good overall mechanical performance
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Embodiment 1
[0036] see image 3 with Figure 4 , The embodiment of the present invention provides a bridge with a composite girder structure, including an intermediate bridge deck 1, a cantilever bridge deck 2, steel girders 3, wet joints 4 and a stressed structure. Among them, the cantilever bridge deck 2 is arranged along the direction of the transverse bridge, and the two cantilever bridge decks 2 are respectively arranged on both sides of the middle bridge deck 1, and the steel girder 3 is arranged under the cantilever bridge deck 2 and the middle bridge deck 1, and supports the Referring to the middle bridge deck 1 and the cantilever bridge deck 2, the wet joint 4 is cast-in-place after hoisting, and it is between the middle bridge deck 1 and the cantilever bridge deck 2. In the prior art, see figure 1 with figure 2 , the combined form of distributed arrangement can arrange more shear studs 6, which can better meet the stress requirements of the structure, but this distributed co...
Embodiment 2
[0044] see image 3 with Figure 4 , an embodiment of the present invention provides a construction method for a bridge with a composite beam structure, comprising:
[0045] S1, prefabricating the middle bridge deck 1 and the cantilever bridge deck 2, but no pouring between the middle bridge deck 1 and the cantilever bridge deck 2;
[0046] S2, using a stressed structure to stabilize the connection between the intermediate bridge deck 1 and the cantilever bridge deck 2;
[0047] S3, setting a lifting point for the lifting equipment to grab on the stressed structure;
[0048] S4, welding and erecting shear stud 6 and steel beam 3;
[0049] S5, after the welding and erection of the shear nails 6 and the steel girder 3 are completed, the intermediate bridge deck 1 and the cantilever bridge deck 2 are hoisted in place through the lifting points as a whole, and the wet joints are cast in place After 4, they form an integrated force bearing together.
[0050] In the prior art, ...
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