Steel box truss type arch truss segment and support-free assembling and erecting method thereof
A truss-type, support-free technology, which is applied in the direction of erecting/assembling bridges, arch bridges, bridge forms, etc., can solve the problems of difficult construction, long construction period, and high cost, and achieve the effect of improving assembly efficiency
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Embodiment 1
[0045] see Figure 7 with Figure 8 As shown, the embodiment of the present invention provides a steel box truss type arch truss segment, including:
[0046] Arch truss segment 1, the arch truss segment 1 is provided with two groups, the two groups of arch truss segments 1 are arranged parallel to each other and spaced apart, the arch truss segment 1 includes an upper chord 11 and a lower chord 12, the upper chord 11 and the lower chord 12 are arc structures. The upper chord 11 and the lower chord 12 are fixedly connected by the web 13, and there are multiple webs 13 between the upper chord 11 and the lower chord 12, and the web 13 is spliced with the upper chord 11 and the lower chord 12 to form an isosceles Triangular structure.
[0047] Temporary installation devices are provided at the ends of the upper chord 11 and the lower chord 12, and the temporary installation devices are used to connect adjacent arch truss segments. The temporary installation device includes a...
Embodiment 2
[0050] see Figure 7 with Figure 8 As shown, the embodiment of the present invention provides a steel box truss-type arch truss segment. The difference between this embodiment and Embodiment 1 is that it also includes an upper plane connection system and a lower plane connection system, and an upper plane connection system and a lower plane connection system. The systems are parallel to each other and arranged at intervals, the upper plane connection system is located above the lower plane connection system, and the upper plane connection system and the lower plane connection system are fixedly connected to the arch truss segment 1 and the middle connection system 2 respectively.
[0051] Specifically, the upper plane connection system includes a left upper parallel link 31 and a right upper parallel link 32, one end of the left upper parallel link 31 is fixedly connected to the middle of the upper cross brace 21 by bolts, and the other end of the left upper parallel link 31 ...
Embodiment 3
[0054] see Figure 6 As shown, the embodiment of the present invention provides a steel box truss-type arch truss section. The difference between this embodiment and Embodiment 1 is that the upper chord 11 includes a chord top plate 111, a chord bottom plate 112 and a chord riser 113. Rod top plate 111, chord bottom plate 112 and chord riser 113 are connected end to end to form a hollow rectangular structure. Reinforcement ribs 114 are welded on the inner walls of the chord top plate 111 , the chord bottom plate 112 and the chord riser 113 . The structure of the lower chord 12 is the same as that of the upper chord 11 .
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