Properties Research on Concrete Laminated Beam Combined with GRC Enhanced Reinforcement Template

This paper introduces a stressed member which is composited of GRC enhanced reinforcement template combined with post-pouring concrete structure. The GRC template is as a permanent template combining with concrete into a composite beam. The surface of the template is respectively dealed in different ways. Through contrasting the results of stress performance experiment with ordinary beam,studing the cooperative performance between GRC templates and post-pouring concrete, as well as the effect of bearing stress of composite beams with templates in different treatment ways. The optimal size is diameter 15mm, depth 5mm from the experiment.