| 摘要 |
The structure has steel composite girders (2) runningly arranged adjacent to each other in a bridge longitudinal direction. U-shaped steel profiles (4) include two bars and a steel bottom flange on a lower side, and a slag reinforced precast concrete part at an upper side. Composite dowels are provided at free ends of the bars. The dowels are embedded into the precast concrete part and formed by cutting the bars. The steel profile is made of an edged sheet with a thickness of upto 10 mm. A load application stiffener (36) is provided at ends of the steel profile. An independent claim is also included for a method for constructing a bridge structure.
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