Transverse rib with turnup and bridge deck structure
A transverse rib and flanging technology, used in bridges, bridge materials, bridge construction, etc., can solve the problems of poor fatigue resistance and complicated installation of transverse ribs, so as to improve fatigue resistance, avoid welding fatigue cracking, prevent torsion and Distortion effect
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Embodiment 1
[0050] like figure 1 Shown is a bridge deck structure, including a top plate 1, a longitudinal rib 2, and a transverse rib 3. The longitudinal direction is the X axis, the transverse direction is the Y axis, and the vertical direction is the Z axis.
[0051] like figure 1 and Figure 12 As shown, the longitudinal rib 2 is a closed rib. The longitudinal rib 2 includes a pair of mirror-symmetrical rib plates 21 and a bottom edge 22. The lower ends of the two rib plates 21 are connected to the bottom edge 22. Figure 12 A V-shape with an arcuate bottom edge 22 is shown. The upper end of the rib plate 21 has a lug plate 23 that is turned outward, and the longitudinal rib 2 is fixedly connected to the top plate 1 through the eversion lug plate 23. The connection methods are diversified, not only the traditional welding connection can be used, but also in the steel-concrete composite bridge deck. A more assembled connection method such as bolt connection can be used.
[0052] li...
Embodiment 2
[0066] like Figure 13As shown, the bridge deck structure in Embodiment 2 of the present application is different from Embodiment 1 in that the flange 32 of the transverse rib 3 is an arc-shaped flange in cross-section, and the flange used is different from the straight-sided flange 32. Although the contact area with the longitudinal rib 2 is small, the curling edge has a certain elastic deformation space. When the transverse rib 3 is connected with the longitudinal rib 2, the longitudinal rib 2 can be pressed into the transverse rib. The incision of the rib 3, due to the elastic deformation of the curled edge, makes the longitudinal rib and the transverse rib have a certain fault tolerance when connecting, and the requirement for dimensional accuracy is lower than that of the straight edge, which can effectively improve the assembly efficiency.
Embodiment 3
[0068] like Figure 14 As shown, it is a schematic diagram of the bridge deck structure in Example 3 of the application; the difference from Example 1 is that in Example 3, the flange 32 and the bottom edge 22 of the longitudinal rib 2 have the same cross-sectional shape, and the longitudinal rib 2 and the horizontal When the rib 3 is connected, the upper edge of the transverse rib 3 is not directly connected with the bottom surface of the top plate 1 , and the transverse rib 3 only forms a semi-embedded connection with the longitudinal rib 2 . The inner surface of the flange 32 is in contact with the outer surface of the bottom edge 22 , and the flange 32 and the longitudinal rib 2 are fixedly connected by welding. The area where the flange 32 and the bottom edge 22 fit together preferably adopts a surrounding welding that is closed around.
[0069] In the third embodiment of the present application, the transverse truss-like structure of the bridge deck structure is formed,...
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