Girdle truss, manufacturing method of girdle truss and super high-rise building giant frame
A technology of giant frames and trusses, applied in the direction of buildings, building components, building structures, etc., can solve the problems of poor structural stability, low bearing capacity, construction difficulties, etc. Effect
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Embodiment 1
[0039] refer to Figure 1 to Figure 4 , a ring-belt truss of the present invention includes an upper chord, a lower chord and a corrugated steel web 3. The upper chord is made of steel pipe concrete upper chord 1, the lower chord is made of prestressed steel pipe concrete mandrel lower chord 2, and the corrugated steel web 3 is provided with a number of regular hexagonal honeycomb through holes 31 at equal intervals. The upper and lower ends of the corrugated steel web 3 are provided with long channel steel connectors 4, the upper channel steel connector 4 is welded to the concrete-filled steel tube upper chord 1, and the lower channel steel connector 4 is connected to the prestressed steel tube concrete mandrel The lower chord 2 is welded and connected, and through the upper and lower channel steel connectors 4, the concrete-filled steel tube concrete upper chord 1, the prestressed concrete-filled steel tube mandrel lower chord 2 and the corrugated steel web 3 are welded into a...
Embodiment 2
[0060] The difference between this embodiment and Embodiment 1 is that the mega frame of the super high-rise building in this embodiment does not include the secondary frame beams.
Embodiment 3
[0062] The difference between this embodiment and Embodiment 1 is that: the honeycomb through-holes on the corrugated steel web in this embodiment are regular pentagonal through-holes.
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