Structure of alternative folding flange type steel plate shear key and construction method thereof
A steel plate shear force and flange plate technology, applied in bridge parts, erection/assembly of bridges, bridges, etc., can solve problems such as difficulty in penetrating round holes, and achieve the effect of reducing perforation operations, avoiding cumbersome procedures and facilitating processing
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Embodiment 1
[0043] A structure of alternately folded flange-type steel plate shear keys, such as Figure 1~4 As shown, the lower steel girder 1 adopts section steel, and the upper flange of the lower steel girder 1, that is, the top plate 9 of the steel girder, is welded with alternately folded flange-shaped steel plate shear keys, and the shear key ribs 2 are provided with semicircular holes 8 , the upper part is the trapezoidal flange plate 3 and the semicircular end plate 4 which are alternately folded, the transverse through steel bar 5 is placed in the semicircular hole 8, and the longitudinally bent steel bar 6 is placed between the flange plates.
[0044] The ribs 2 are vertically arranged with the steel beam roof 9, the ribs 2 are arranged along the length direction of the steel beam roof 9, the ribs 2, the trapezoidal flange plate 3, the semicircular end plate 4, the transverse through reinforcement 5 and the longitudinal bending reinforcement 6 is completely poured into the conc...
Embodiment 2
[0061] A structure of alternately folded flange-type steel plate shear keys, such as Figure 11 As shown, a steel box girder 10 is used including the lower steel girder, and 2 sets of alternately folded flange-shaped steel plate shear keys are welded on the upper flange of the steel box girder, that is, the top plate 7 of the steel girder.
[0062] In the present embodiment, the thickness of the rib plate 2 and the trapezoidal flange plate 3 is 16mm, the height of the rib plate 2 is 100mm, the height of the trapezoidal flange plate 3 is 80mm, and the included angle of the trapezoidal flange plate 3 is 90 °, and the semicircle hole 8 and The diameter of the semicircular end plate 4 is 60mm, the spacing is 200mm, the diameter of the transverse through reinforcement 5 and the longitudinal bending reinforcement 6 is 28mm, and the bending radius of the longitudinal bending reinforcement 6 is 40mm.
[0063] Other structures and construction methods of this embodiment are the same as...
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