Fatigue Performance Evaluation Device for Orthotropic Steel Deck Concrete Pavement
An evaluation device and orthotropic technology, applied in the field of evaluation devices for the performance of orthotropic steel bridge deck concrete pavement
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Embodiment 1
[0027] Embodiment 1: Fatigue performance detection device of orthotropic steel bridge deck concrete pavement, described detection device comprises the following parts:
[0028] 1) Composite beam and forming mold: The side mold of the composite beam forming mold is assembled with two channel steels (5) and two steel plates (6). The steel plate (7) at the bottom of the composite beam is directly used as the bottom plate of the mold. After the concrete is hardened, the side forms are removed to obtain a composite beam combining the steel plate (7) and the concrete (8). Composite beam is a form of composite beam combining steel plate and concrete. The type and thickness of the steel plate are the same as those of the real bridge. Shear studs are set in the pavement layer and reinforced according to a certain reinforcement ratio. After the concrete is fully mixed, a custom mold is used. It is poured in the composite beam casting mold that has been welded with shear studs and set wi...
Embodiment 2
[0033] Embodiment 2: Fatigue performance detection method of steel bridge deck concrete composite pavement test beam
[0034] In order to make the equipment, process and data analysis used in the present invention clearer, a composite beam test plan is selected for performance testing and analysis in combination with specific embodiments below and with reference to the accompanying drawings:
[0035] 1) Scheme design
[0036]To study the stress-strain values and fatigue performance of beams under different composite beam forms, conduct 5-factor 2-level orthogonal tests, and select 5 factors including bonding layer setting, shear stud layout, reinforcement ratio, support form and pavement thickness , a total of 8 sets of tests are required, each with 3 parallel specimens, and a total of 24 composite beam specimens have been subjected to five-point bending fatigue tests. The adhesive layer is made of epoxy, with a thickness of 2mm; the size of the shear nails is (diameter 16m...
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