Connecting structure of beam steel bar welding lug plate in stiff concrete column
A technology for connecting structures and concrete columns, which is applied to structural elements, building components, building structures, etc., can solve the problems of high welding precision requirements and difficult operation, and achieve high construction precision, simplified construction technology, and assembly welding technology simple effect
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Embodiment 1
[0043] A connection structure of beam reinforcement welded lugs in a stiffened concrete column, such as figure 1 , figure 2 As shown, the connection structure includes several ear plates and steel pipe columns 3; the ear plate includes a connecting ring plate 1 and several stiffening plates 2, and the bottom of each individual stiffening plate 2 stands on the connecting ring plate 1 on the inner plane of the stiffening plate 2; the bottom of the stiffening plate 2 is fixedly connected to the plane of the connecting ring plate 1, and the side perpendicular to the bottom is fixedly connected to the pipe wall of the steel pipe column; each independent ear plate is connected along the plane of the connecting ring plate 1 One side is fixed around the steel pipe column 3 pipe walls.
[0044] In some embodiments, the connecting ring plate 1 is perpendicular to the pipe wall of the steel pipe column 3 , and the side along the plane of the connecting ring plate 1 is connected to the ...
Embodiment 2
[0048]A connection structure between beam reinforcement and steel pipe columns at joints, such as Figure 3-Figure 6 As shown, it includes the connection structure of the welded ear plate of the beam reinforcement in the stiffened concrete column, the first row of main reinforcement 4, the second row of main reinforcement 5, and the third row of main reinforcement 6; the first row of main reinforcement 4 is welded in the connection On the outer plane of the ring plate 1 , the second row of main ribs 5 is welded on the inner side of the connecting ring plate 1 , and the third row of main ribs 6 is welded on both sides of the stiffening plate 2 .
[0049] The first row of main ribs 4, the second row of main ribs 5 and the connecting ring plate 1 are welded by double-sided lap joints. The lap length is L1, and L1 is 5 times the diameter of the first row of main ribs 4; the third row of main ribs 6 Double-sided lap welding is adopted between the stiffener plate 2, and the lap leng...
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