Shelf beam support -free construction method for edge span beam section of large-span steel case beam stayed-cable bridge
A large-span, steel box girder technology, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve problems that have not been solved well, achieve good economy, simple and practical method, and shorten the construction period
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Embodiment 1
[0031] Such as figure 1 As shown, the method for the construction of the side span beam section of the long-span steel box girder cable-stayed bridge of the present invention without a beam support, its construction steps are as follows:
[0032] (1) Set up a small temporary support 2 on the top of the auxiliary pier 1, lift the steel box girder section 4 on the top of the auxiliary pier 1 and place it on the small temporary support 2 and the top of the auxiliary pier 1,
[0033] (2) Remove a part 14 of the river center side of the small temporary support 2, lift the steel box girder section 5 of the river center side adjacent to the auxiliary pier 1 and complete the installation and cable hanging,
[0034] (3) Put the steel box girder section 4 on the top of the auxiliary pier 1 in place and complete the corresponding connection and installation,
[0035] (4) Complete the hoisting construction of the side-span standard steel box girder section 7 of the auxiliary pier 1 and t...
Embodiment 2
[0043] Such as Figure 1-13 As shown, the method for the construction of the side-span girder section of the long-span steel box girder cable-stayed bridge of the present invention without a beam support, except that the construction step (1) is to push and move the auxiliary pier 1 pier top steel box girder section 4 to On the small temporary support 2 and the top of the auxiliary pier 1, the construction step (5) is to push and move the steel box girder section 10 on the top of the junction pier 6 to the top of the rear temporary support 15 and outside the top of the junction pier 6, and the rest are connected with Example 1 is the same.
Embodiment 3
[0044] Embodiment 3: the method for the construction of the side-span girder section of the long-span steel box girder cable-stayed bridge of the present invention without the beam support, except that the construction step (5) is to rotate the lower horizontal rotary hinge 8 and the upper horizontal rotary hinge 16 to make the front temporary The support 9 is located in the direction of the bridge, providing enough operating space for the hoisting of the steel box girder section 11 adjacent to the junction pier 6 on the river center side, and the rest are the same as in Embodiment 1.
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Abstract
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Application Information
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