The invention discloses profile steel which comprises an upper
flange plate and a web plate, and the end of the upper
flange plate and / or the end of the web plate extend / extends outwards to form an extending section. The invention further discloses profile steel which comprises an upper
flange plate, a web plate and a lower flange plate, and the end of at least one of the upper flange plate, the web plate and the lower flange plate extends outwards to be provided with an extending section. The invention further provides a profile steel-UHPC
composite plate which comprises a UHPC plate and a plurality of profile steel, wherein the UHPC plate is arranged on the upper flange plate of the profile steel. The invention further provides a
bridge deck slab and a steel-UHPC composite
beam bridge. The structure of the end of the profile steel is optimized, and the end of the profile steel is provided with the outer extending section, so that when the profile steel-UHPC
composite plate obtained through the profile steel is connected through a wet joint,
joint force transmission is more reliable, the tensile capacity is high, rigidity is high, various
stress working conditions such as pulling,pressing, bending, shearing and twisting can be borne, and the joint can meet the full-section pulling condition.