Self-resetting shearing-constrained buckling damage-controllable fabricated beam-column joint
A technology to constrain buckling and beam-column joints, applied in building types, protected buildings/shelters, building components, etc., to achieve the effects of reducing residual deformation, easy disassembly and replacement, and easy guarantee of joint connection quality
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[0015] Such as Figure 1 to Figure 10 As shown, the present invention is a self-resetting shear-constrained buckling type damage-controllable assembled beam-column joint, including a prefabricated column 1, a prefabricated beam 2, a pin 8, a shear-buckling plate 9 and an elastic member 12, double The I-shaped steel cylinder 3 includes a web 3-1, a flange 3-2 and a stiffening plate 3-3. The prefabricated column 1 pre-embeds a double I-shaped steel cylinder 3 in the core area, and the prefabricated beam 2 is at the end Pre-embed the anchoring section steel 4, the anchoring section steel 4 is welded to the beam end plate 5 at the end of the beam; the first vertical plate 6-1 of the double T-shaped connecting plate of the column and the flange 3-1 of the double I-shaped steel cylinder 2 through bolts, the second vertical plate 7-1 of the beam T-shaped connecting plate and the beam end plate 5 are fixed through bolts, and the first ear plate 6-2 of the column double T-shaped connec...
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