The invention relates to an
assembly type prestress honeycombed web composite beam. The
assembly type prestress honeycombed web composite beam is assembled by two prestress corrugated web steel channel composite beam bodies through bolts. Each prestress corrugated web steel channel composite beam body is composed of a
reinforced concrete wing plate, a profiled steel plate, an upper
flange, one web, a lower
flange, a prestressed cable, an anchor and a beam end plate. The fracture surface of each prestress corrugated steel channel composite beam body is composed of the
reinforced concrete wing plate, the profiled steel plate, the upper
flange, the lower flange and the webs. The fracture surface of each web is in even or uneven
wave shape repeated periodically, and each prestressed cable penetrates through the webs and the beam end plate and is tensioned and then fixed to the beam end plate through the anchor. The plane of each web is arranged to be honeycombed to obtain the optimum effect in overall
bearing capacity of the component, and the
assembly type prestress honeycombed web composite beam is an innovation-type assembly type prestress section steel composite beam which is suitable for an assembly type steel
structural system and particularly suitable for a large-span multi-story or high-rise assembly type steel
structural system. Compared with a traditional assembly type beam, the assembly type prestress honeycombed web composite beam has the advantages of being light in
self weight, high in
bearing capacity, large in span and the like.