A self-resetting shear-constrained buckling type damage controllable assembled beam-column joint
A technique for constraining buckling, beam-column joints, applied to building types, protected buildings/shelters, buildings, etc.
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[0015] like Figure 1 ~ 10 , The present invention is a self-resetting Shear - constrained controlled flexion injury column Joint assembly, comprising prefabricated columns 1, prefabricated beams 2, pin 8, shearing - bending plate 9 and the elastic member 12, bis 3 comprises a steel drum -shaped web 3-1, 3-2 stiffening flange plate 3-3, the preform embedded within a core region 1 column-shaped duplex steel cylinder 3, at the ends of the beam preform 2 4 embedded steel anchor, the anchoring steel beam end portion 4 welded beam end plate 5; double T flanges of the post web first riser 6-1 and duplex steel cylinder shaped 3- 2 secured by bolts, the T-beam web a second riser 7-1 and the beam end plate 5 is secured by a bolt, the T-shaped posts double web plate first lug and the beam T 6-2 the second plate-shaped connection plate lug is connected by a pin 8 hinged 7-2; the shear - buckling restraint plate 9 by a bolt 10 between the first and the second constraint plate binding plate 11,...
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