Sleeve confined buckling-restrained brace
An anti-buckling energy-dissipating and sleeve technology, applied in earthquake-proofing, building components, etc., can solve the problems of loss of restraint and anti-buckling effect, and reduced energy-dissipation capacity, and achieve strong energy-dissipation capacity, improved energy-dissipation capacity, and good earthquake resistance. performance effect
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Embodiment 1
[0023] like Figure 1~Figure 3 As shown, the sleeve-constrained buckling-resistant energy-dissipating support includes energy-dissipating round steel pipe 1, inner isolated thin-walled round steel pipe 2, outer isolated thin-walled round steel pipe 3, outer bound round steel pipe 4, inner bound concrete 5, outer bound concrete 6, and end plate 11 , reinforced round steel pipe 12, mounting plate 13, reinforcing rib 14 and screw hole 16.
[0024] The inner isolated thin-walled round steel pipe 2, the energy-consuming round steel pipe 1, the outer isolated thin-walled round steel pipe 3 and the outer constrained round steel pipe 4 are arranged sequentially from the inside to the outside with the same center; Confinement concrete 6; Inner beam concrete 5 is poured inside the inner isolated thin-walled circular steel pipe 2. Reinforced round steel pipes 12 are arranged at both ends of the energy-dissipating round steel pipe 1; Screw holes 16 are arranged on the mounting plate 13,...
Embodiment 2
[0026] like Figure 4-6 As shown, the buckling-resistant energy-dissipating brace constrained by the sleeve includes energy-dissipating square steel pipe 7, inner isolated thin-walled square steel pipe 8, outer isolated thin-walled square steel pipe 9, outer restrained square steel pipe 10, inner restrained concrete 5, outer restrained concrete 6, and end plate 11 , mounting plate 13, reinforcing rib 14, strengthening square steel pipe 15 and screw hole 16. The inner isolated thin-walled square steel pipe 8 , the energy-consuming square steel pipe 7 , the outer isolated thin-walled square steel pipe 9 and the outer constrained square steel pipe 10 are arranged sequentially from inside to outside with the same center. Externally bound concrete 6 is poured between the outer isolated thin-walled square steel pipe 9 and the outer bounded square steel pipe 10; inner bounded concrete 5 is poured inside the inner isolated thin-walled square steel pipe 8. Reinforced square steel pipe...
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