Steel-concrete composite beam with groove-shaped upper flange plate
A flange plate and concrete technology, used in bridges, bridge materials, bridge construction, etc., can solve the problems of easy slip effect, damaged bridge stability, uneven local force, etc., to improve the overall work performance, improve Carrying capacity, enhance the overall effect
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Embodiment 1
[0032] see figure 1 , The steel-concrete composite beam of the grooved upper flange plate of this embodiment is composed of a top plate 1, an upper flange plate 2, a stiffener 3, a web 4, a lower flange plate 5 and a shear connector 6.
[0033] The lower flange plate 5 of this embodiment is connected to the web 4 in a T shape, that is, the lower end of the web 4 is welded to the lower flange plate 5, and a stiffener 3 is welded in the middle of the web 4, and the stiffener 3 is connected to the lower flange respectively. The flange plate 5 and the web 4 are vertical, and the upper flange plate 2 is welded at the opposite end of the web 4 and the lower flange plate 5. The upper flange plate 2 of this embodiment is a trapezoidal groove structure, see figure 2 , which is composed of a bottom plate 2-1, an inclined web 2-2 and an upper edge plate 2-3, the bottom plate is parallel to the lower flange plate 5, welded to the upper end of the web 4, its length is 4300 mm, and its wid...
Embodiment 2
[0035]The inclination angle of the left inclined web 2-2 of the present embodiment is 120°, that is, the angle between the left inclined web and the bottom plate is 120°, the length of the left inclined web is 225mm, and the ratio of the width of the left inclined web to the bottom plate is 1.5:1, the specification and structure of the right inclined web and the left inclined web are the same, and they are symmetrical about the center line of the bottom plate. The length of the upper edge plate 2-3 of this embodiment is 4300mm, the width is 20mm, and the thickness is 8mm, that is, the ratio of the width of the upper edge plate 2-3 to the width of the bottom plate is 1:7.5, and the upper edge plate 2-3 extends The height to the top plate 1 is 1 / 2 of the total height of the upper flange plate 2 .
[0036] The other components and their connections are the same as in Embodiment 1.
Embodiment 3
[0038] The inclination angle of the left inclined web 2-2 of the present embodiment is 135°, that is, the angle between the left inclined web and the bottom plate is 135°, the length of the left inclined web is 300 mm, and the ratio of the width of the left inclined web to the base plate is 2:1, the specification and structure of the right inclined web and the left inclined web are the same, and they are symmetrical about the center line of the bottom plate. The length of the upper edge plate 2-3 of this embodiment is 4300mm, the width is 15mm, and the thickness is 8mm, that is, the ratio of the width of the upper edge plate 2-3 to the width of the bottom plate is 1:10, and the upper edge plate 2-3 extends The height to the top plate 1 is 1 / 3 of the total height of the upper flange plate 2 .
[0039] The other components and their connections are the same as in Embodiment 1.
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