The invention discloses a detachable assembled high-
ductility steel-concrete composite beam and belongs to the technical field of
steel structures of
structural engineering. A steel beam and a
precast concrete floor are assembled through bolts. Bolt holes are reserved in the
upper wing edge of the I-shaped steel beam, the bolts are pre-buried at the bottom of the
precast concrete floor and welded or mechanically connected with transverse steel bars at the bottom, so that the
ductility and the anti-collapse capability of the structure are improved under the action of a strong shock. During
assembly, the
precast concrete floor is built at the top of the
upper wing edge of the I-shaped steel beam, the bolts pre-buried at the bottom of the precast concrete floor penetrate the bolt holes reserved at the
upper wing edge of the steel beam, and then the steel beam and the floor are fastened by nuts. When the service life of the structure is up, the bolts are unscrewed and the precast floor and the steel beam are separated to realize disassembly. The novel composite beam has the advantages of a traditional cast-in-place composite beam, is simple in
assembly construction, high in speed and low in cost, and can effectively prevent dust raising on a construction site; post-earthquake repair and replacement of damaged members are facilitated; and the detachable assembled high-
ductility steel-concrete composite beam can be detached in the service period or after service termination, and has a wide
engineering application prospect.