U-bar isolation anti-buckling energy dissipation support
A technology of anti-buckling energy consumption and channel steel, which is applied in the direction of earthquake resistance and building components, can solve the problems of loss of restraint, anti-buckling effect, and reduced energy consumption capacity, so as to reduce seismic response, improve energy consumption capacity, and good seismic performance Effect
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Embodiment 1
[0021] like figure 1 , 2 . The channel-steel isolated anti-buckling energy-dissipating support shown in 4 includes: constrained round steel pipe 1, energy-dissipating I-steel 2 and isolated channel steel, and both ends of constrained round steel pipe 1 are provided with energy-dissipating I-steel 2; One end of the energy-dissipating I-beam 2 is set in the constrained circular steel pipe 1, and side isolation channel steel 5 is provided on both sides of the web of the energy-dissipating I-beam at this end; There is an outer isolated channel steel 6; the other end of the energy-dissipating I-beam 2 is located outside the constrained round steel pipe 1, and both sides of the web of the energy-dissipating I-beam 2 are fixedly connected with reinforced steel plates 3; Both ends of the constrained round steel pipe 1 are provided with end plates 8; inner filling constrained concrete 7 is poured between the inner side of the end plate 8 and the constrained round steel pipe 1. Bolt h...
Embodiment 2
[0023] like figure 1 , 3 The channel steel isolated anti-buckling energy dissipation support shown in 5 includes: a constrained square steel pipe 1, an energy dissipative I-beam 2 and an isolated channel steel, and both ends of the constrained square steel pipe 1 are provided with an energy dissipative I-beam 2; One end of the energy-dissipating I-beam 2 is set in the restraining square steel pipe 1, and side isolation channel steel 5 is provided on both sides of the web of the energy-dissipating I-beam at this end; There is an outer isolation channel steel 6; the other end of the energy-dissipating I-beam 2 is located outside the restraining square steel pipe 1, and the two sides of the web of the energy-dissipating I-beam 2 at this end are fixedly connected with reinforced steel plates 3; Both ends of the constrained square steel pipe 1 are provided with end plates 8; inner filling constrained concrete 7 is poured between the inner side of the end plate 8 and the constraine...
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