Combined strengthening structure adopting light-weight aggregate concrete for repairing cracked steel bridge deck
A technology of lightweight aggregate concrete and reinforcement structure, applied in the direction of bridge reinforcement, bridges, bridge parts, etc., can solve the problems of harsh environment of steel bridge deck, reduce the bearing capacity of bridges, high density of steel strips, etc., and reduce residual stress after welding. , to ensure the welding quality, the effect of good anti-fatigue performance
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Embodiment 1
[0047] Embodiment 1, the present invention includes a fatigue cracked steel bridge deck, a shear connector, a fiber reinforced composite material layer, a steel mesh and a lightweight aggregate concrete layer, and the fatigue cracked steel bridge deck is provided with a shear connector, so The steel mesh is placed on the fatigue-cracked steel bridge deck, the fiber reinforced composite material layer is laid to the cracked part of the fatigue-cracked steel bridge deck, the lightweight aggregate concrete layer is poured on the fatigue-cracked steel bridge deck, and Overlay shear connectors, fiber reinforced composite layers, steel mesh and fatigue-cracked steel bridge deck connections, see Figure 1 to Figure 5 .
Embodiment 2
[0048] Embodiment 2, the shear connector of the present invention is connected on the fiber reinforced composite material layer, the fiber reinforced composite material is arranged along the direction of the fatigue cracked steel bridge deck, and the shear connector is arranged on the fatigue cracked steel bridge deck The fiber reinforced composite material layer connected with shear connectors is laid between the shear connectors connected with the steel bridge deck, and the distance between adjacent shear connectors is 100~300mm, see Figure 1 to Figure 5 , and the rest are the same as the combination of any of the above embodiments or two or more embodiments.
Embodiment 3
[0049] Example 3, the fiber-reinforced composite material layer of the present invention is provided with openings and perforated steel plate connectors, and the fiber-reinforced composite material layer is arranged on the fatigue-cracked steel bridge deck at intervals along the bridge direction through the perforated steel plate connectors, The perforated steel plate connector is composed of vertical perforated steel plates in the fiber-reinforced composite material layer, and resists the gap between the fiber-reinforced composite material layer and the lightweight aggregate concrete through the light aggregate concrete in the holes of the fiber-reinforced composite material layer. Longitudinal shear force and pull-out force, the open-hole steel plate connector can be connected to the upper flange of the fiber-reinforced composite material layer by two longitudinal steel plates, see Figure 1 to Figure 5 , and the rest are the same as the combination of any of the above embodi...
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