The present application relates to a kind of combination
bridge deck structure and its construction method, it includes:
bridge deck slab;Multiple stiffening ribs, multiple the stiffening ribs are spaced apart along the bridge direction, and are all fixed in the bottom of the
bridge deck slab along the longitudinal direction;At least one transverse diaphragm, the transverse diaphragm is vertically fixed in the bottom of the bridge
deck slab;Ultra-
high performance concrete layer, the ultra-
high performance concrete layer is arranged on the top of the bridge
deck slab, and multiple cavities are formed between the bridge
deck slab, each the cavity is along longitudinal direction extends, and is spaced apart at the transverse diaphragm, and the cross section of each the cavity is arch-shaped.The present application is based on arch effect by the cavity formed between ultra-
high performance concrete layer and bridge deck slab to transfer upper
wheel load to the stiffening rib below bridge deck slab dispersion, reduce the stress of bridge deck slab, improve the
stress distribution of bridge deck slab.Further, the present application uses connecting
assembly instead of shear nail, and lays finished steel mesh on connecting
assembly, simplifies field construction process.