Light pedestrian bridge suspended below flyover
A technology for pedestrian bridges and overpasses, applied in bridges, open bridges, bridge applications, etc., can solve the problems of affecting project scale, poor landscape effect, and many lower components, so as to reduce self-weight, steel consumption, and control The effect of point elevation and good permeability
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Embodiment 1
[0024] Embodiment 1, the present embodiment is a light-duty pedestrian bridge suspended under the urban overpass by rigid vertical suspenders 1-3 and parallel to the overpass. The bridge span of the main bridge of the crossover bridge in this example is 3×30m+(50+70+50)m+3×30m=350m (that is, the first and third couplets are provided with a pier every 30m, and the second couplet is in The two ends of the 70m span and the ends of the two 50m spans are provided with piers), the first and third superstructures are prestressed concrete continuous box girders with equal cross-sections, and the second superstructure is continuous steel box girders with equal cross-sections, in order to ensure the beautiful appearance of the bridge And the continuity of the lines, all the joints use 2m beam height. In order not to affect the sight distance of vehicles entering and exiting the intersection, the main bridge does not set up piers in the intersection, and uses a 70m span to span directly....
Embodiment 2
[0027] Embodiment 2, the basic structure of this embodiment is the same as that of Embodiment 1, the difference is only that the vertical suspender 1-3 adopts a flexible suspender, such as: thick steel bar (fine-rolled rebar), parallel steel wire The connection between the flexible vertical suspender and the steel box girder diaphragm 5 of the flyover bridge is anchorage, and the connection with the double main longitudinal girder 1-1 can also be anchorage. In order to increase the lateral stability of the overpass, an oblique suspender 1-9 is arranged between the steel box girder diaphragm 5 and the main longitudinal girder 1-1 of the flyover bridge, and the oblique suspender is connected to the steel box girder diaphragm 5 above and Same as Example 1, the one-way hinge structure is adopted (the connection with the diaphragm can be transitioned to be perpendicular to the plate), that is, it can rotate freely in the horizontal direction, and the inclined suspender can be welded...
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