Shuttle-shaped bridge tower in highway-railway flat-layer steel box girder cable-stayed bridge
A technology for cable-stayed bridges and steel box girders, applied to cable-stayed bridges, bridge forms, bridges, etc., can solve problems such as poor economy, poor landscape, and small lateral stiffness of the bridge tower and main girder
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Embodiment 1
[0023] Such as figure 2 and image 3 , the embodiment of the present invention provides a bridge tower 2, including a tower column and a supporting foundation 22, the tower column is a shuttle-shaped structure that is wide in the middle and gradually narrows up and down, and the two tower legs 21 of the tower column have limbs The plane is parallel to the vertical vertical leg section, and the vertical leg section at least covers the position of the main girder 1 .
[0024] For the pylon of the above-mentioned shuttle-shaped structure, its middle area is relatively wide, and the pylon in the middle area is gradually narrowed toward the top of the tower and toward the bottom of the tower; that is, the cross-section of the pylon (the cross-section is parallel to Vertical) is fusiform. The tower column of the shuttle-shaped structure looks like a fish like a boat, and has a good view; the stay cable 3 is a space cable (different from the plane cable of the H-shaped bridge towe...
Embodiment 2
[0032] Such as figure 1 An embodiment of the present invention provides a cable-stayed bridge, including a main girder 1 and at least one bridge tower 2, and the bridge tower 2 adopts the bridge tower 2 provided in the first embodiment above.
[0033] In one of the embodiments, the above-mentioned cable-stayed bridge is a main girder type cable-stayed bridge through which the pylons pass through. Pass. Apparently, the vertical limb section of the tower limb 21 is set in the hollowed-out piercing area.
Embodiment 3
[0035] The embodiment of the present invention provides a bridge pylon through-type main girder 1, which can be applied to the second embodiment above.
[0036] Such as Figure 4 , the pylon through-type main girder 1 includes a plurality of main girder standard sections 11 and at least one pylon mid-pass transition section 12 for the bridge tower 2 to pass through, each of the pylon mid-pass transition sections 12 passes through the main girder The change section 13 is connected with the adjacent main girder standard section 11, wherein the main girder standard section 11 adopts a cantilever type steel box girder, and the transition section 12 in the bridge tower adopts a separated steel box girder. The beam changing section 13 adopts an integral steel box girder.
[0037] It can be understood that the above-mentioned main girder standard section 11 is the same as the number of spans of the bridge and is configured in one-to-one correspondence; cable-stayed bridges generally...
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