A Variable Stiffness Energy Dissipating Steel Structure Beam-Column Joint
A technology of beam-column joints and steel structures, which is applied to building components, building structures, earthquake resistance, etc., can solve problems such as difficult to ensure deformation energy consumption capacity at joints, fracture damage at joints, deformation at joints, etc., to achieve joint friction Rotational energy consumption, simple manufacturing process, and convenient use
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Embodiment 1
[0035] Such as figure 1 , 2 The shown I-shaped steel beam-column joint connection form of the present invention includes I-shaped steel column 1, steel column stiffener 2, steel beam web connecting plate 3, gasket 4, high-strength bolt 5, steel beam flange connection Plate 6, I-shaped steel beam 7, arc bolt hole 8, strip bolt hole 9. The I-shaped steel column 1 and steel beam 7 joints are in the form of steel beams 7 on the two symmetrical surfaces of the steel column 1, and the steel beam flanges and steel beam webs at the beam-column joints are respectively equipped with steel beam flanges. and the steel beam web connecting plate 3; the steel beam flange connecting plate 6 and the steel beam web connecting plate 3 are respectively provided with several strip bolt holes 9 and arc bolt holes 8; the strip bolt holes 9 are along the steel The span direction of the beam 7 is arranged parallel to each other, and the arc bolt holes 8 are arranged at matching positions of concentr...
Embodiment 2
[0037] Such as image 3 , 4 A joint connection form of an I-shaped steel girder and a box-shaped steel column of the present invention includes a box-shaped steel column 1, an I-shaped steel beam 7 and high-strength bolts 5, and the inside of the box-shaped steel column 1 is connected with the web of the steel beam Both the connecting plate 3 and the welded part with the steel beam flange connecting plate 6 are provided with longitudinal and transverse stiffeners 2 of the steel column. Others are the same as in Embodiment 1, and will not be repeated.
Embodiment 3
[0039] Such as image 3 , 4 A joint connection form of an I-shaped steel beam and a round tube steel column of the present invention is shown, comprising a round tube steel column 1, an I-shaped steel beam 7 and high-strength bolts 5, and the inside of the round tube steel column 1 is connected to the web of the steel beam Both the connecting plate 3 and the welded part with the steel beam flange connecting plate 6 are provided with longitudinal and transverse stiffeners 2 of the steel column. Others are the same as in Embodiment 1, and will not be repeated.
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