A composite self-balancing bridge of an arch bridge and a suspension bridge and its construction method
A combined and self-balancing technology, which is applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of material waste, structural stress, disadvantages, etc., to facilitate construction and installation, reduce structural weight, and overall structural safety high effect
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Embodiment 1
[0069] Such as figure 1 A combined self-balancing bridge of an arch bridge and a suspension bridge is shown, comprising a main girder structure 3, a bridge deck paved on the main girder structure 3, two arch rings 1 arranged above the main girder structure 3 and a Two main cables 7 below the main beam structure 3, one end of the main beam structure 3 is provided with a first bearing 4 for supporting it, and the other end of the main beam structure 3 is provided with a first support for supporting it. Two supports 9, one end of the arch ring 1 is fixed on one end of the main beam structure 3, the other end of the arch ring 1 is fixed on the other end of the main beam structure 3, and one end of the main cable 7 is fixed on the main beam One end of the structure 3, the other end of the main cable 7 is fixed on the other end of the main beam structure 3, the main beam structure 3 is connected to the arch ring 1 through the sling 2, and the main cable 7 is connected to the main be...
Embodiment 2
[0105] Such as Figure 11 As shown, the difference between this embodiment and Embodiment 1 is that: the main beam structure 3 includes two longitudinal beams 3-1 and a plurality of cross beams 3-2 arranged between the two longitudinal beams 3-1, One end of the beam 3-2 is connected to a longitudinal beam 3-1, the other end of the beam 3-2 is connected to another longitudinal beam 3-1, and one end of the longitudinal beam 3-1 is connected to the first The support 4 is connected, the other end of the longitudinal beam 3-1 is connected to the second support 9, a bridge deck is paved on the multiple beams 3-2, and the bridge deck is laid on the bridge deck, The lower end of the sling 2 is connected to the longitudinal beam 3-1, and the upper end of the strut 6 is connected to the longitudinal beam 3-1.
[0106] In this embodiment, the stress situation of the combined self-balancing bridge of the arch bridge and the suspension bridge is that the dead load and the live load of the...
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