The connecting device of slab girder and cover girder of mountain road with large longitudinal slope
A connecting device and cover beam technology, which is applied in the direction of bridges, bridge materials, bridge construction, etc., can solve problems such as lack of a good solution, and the limit method cannot meet the requirements
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Embodiment 1
[0019] Such as Figure 1-Figure 4 As shown in the present embodiment, a connecting device between a plate girder and a cover beam of a mid-mountain bridge on a large longitudinal slope mountainous road described in this embodiment includes a plate girder 1 and a cover beam 2, and each plate girder is along the bottom surface in contact with the cover beam Two triangular wedges 3 are arranged in the direction of the transverse bridge, and two steps 4 are correspondingly arranged on the top surface of the cover beam under each plate girder. The contact surface is in a horizontal state; the triangular wedge is a right-angled triangular wedge, and the right-angled side of the right-angled triangular wedge is attached to the bottom surface and side wall of the step; An anchoring steel bar 5 is set, and the anchoring steel bar penetrates into the plate girder through the connection of adjacent triangular wedges; on the cover beam at the uphill end, a PVC pipe 6 is vertically arrange...
Embodiment 2
[0022] Such as figure 1 , image 3 , Figure 5 , Figure 6 As shown in the present embodiment, a connecting device between a plate girder and a cover beam of a mid-mountain bridge on a large longitudinal slope mountainous road described in this embodiment includes a plate girder 1 and a cover beam 2, and each plate girder is along the bottom surface in contact with the cover beam Two triangular wedges 3 are arranged in the direction of the transverse bridge, and two steps 4 are correspondingly arranged on the top surface of the cover beam under each plate girder. The contact surface is in a horizontal state; the triangular wedge is an acute-angled triangular wedge, and its angle is ≥ 60 degrees, < 90 degrees; on the cover beam at the downhill end, the anchoring reinforcement 5 is vertically arranged at the junction of adjacent steps, and the The anchoring reinforcement penetrates into the plate girder through the connection of adjacent triangular wedges; on the cover beam a...
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