While large-scale renovation work is being carried out, it is desirable to reduce the social impact of long-term traffic restrictions. By applying Precast Guard Fence to steel deck, the construction period can be significantly shortened compared to conventional cast-in-place protective fence. However, there are not examples of applying Precast Guard Fence to steel deck, and the design method of anchorages are not clear at present. In this study, we proposed a joining method for the anchorage of the Precast Guard Fence applied to the steel deck. The purpose is to clarify the behavior and fracture properties by conducting static horizontal loading experiment on full-scale specimen.
