Four innovative mechanical connectors designed for improving the integrity of untopped flat diaphragms are proposed. Compared to traditional connectors, the innovative connectors avoid premature weld tearing, possess higher strength and ductility, which are not only suitable for double-tees but also applicable to untopped flat slabs with lower structural heights and smoother undersides. This allows for greater story heights or more stories within the same building height, which is important in driving the development of fully assembled structures. This paper summarizes the tensile performance of innovative connectors observed during the cyclic loading scenarios. Four sets of single-slab experiments were conducted, with each set consisting of a pair of connectors. Based on experimental findings, the theoretical formulas for connection strength and stiffness were provided. Connector optimization was performed in conjunction with the failure modes. Finally, using numerical simulation techniques, a parameter analysis was conducted on the influence of steel plate (or rebar) thickness (or diameter) and material strength on the resistance and deformability of innovative connectors. The results indicated that innovative connectors fully developed the ductility of steel and achieved a ductile failure mode. The strength and deformability of optimized connectors were improved due to the strong anchoring of L-shaped steel plate. The thickness (or diameter) of steel plate (or rebar) and the steel grade significantly impacted the tensile performance of the connectors. Design and application recommendation were proposed for innovative connectors.