A kind of double-core plate buckling restraint support and its manufacturing method
A buckling-constrained, double-core slab technology, applied to building components, earthquake resistance, etc., can solve problems such as brittle fracture, poor ductility of steel materials, time-consuming and inefficient, etc.
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Embodiment 1
[0053] like Figure 4 , 6 As shown, further, the steel tube concrete constraining member includes steel tubes 2 and concrete 3 . Wherein, the concrete 3 is poured into the steel pipe 2 , and the inside of the concrete 3 is provided with a cavity matching the shape of the double core plate 4 . In this embodiment, the steel pipe 2 and the concrete 3 poured into the steel pipe 2 form a rigid structural member, which is used to provide bending rigidity for the double-core slab 4 . And the cavity inside the concrete 3 is used for accommodating and placing the double core board 4 .
[0054] Further, an anti-adhesion layer (not marked) is provided between the double-core slab 4 and the concrete 3 . In this embodiment, on the one hand, the anti-bonding layer prevents the concrete 3 from being bonded to the surface of the double-core slab 4, and on the other hand, a non-rigid contact substance is added between the side wall of the double-core slab 4 and the concrete 3, which can De...
Embodiment 2
[0056] like Figure 7 , 8 , 9, and 10, further, the concrete-filled steel tube confinement member includes two channel steel confinement members 6 . Specifically, the channel steel constraining member 6 is assembled by channel steel and a strip-shaped cover plate 7 into a long strip-shaped square tube with a cavity inside, and concrete 3 is poured inside it. The two channel steel constraining members 6 are respectively arranged on both sides of the double core plate 4 in the thickness direction, and the cover plates 7 of the two channel steel constraining members 6 are far away from the double core plate 4 . In this embodiment, the combined structure of the channel steel and the cover plate 7 is set, so that the concrete 3 can be poured into the channel steel when the cover plate 7 is not assembled, avoiding the difficulty of vibrating the concrete 3, the formation of the cavity and the formation of the groove. Problems such as the end expansion of the steel restraint member...
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