Damping device placed in reinforced concrete member
A technology of reinforced concrete and shock-absorbing device, which is applied to building components, earthquake-proof and other directions, can solve problems such as application obstacles, difficulties, and limited installation space, and achieve the effects of increasing the damping level, low engineering cost, and wide application range.
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Embodiment 1
[0021] Such as figure 1 As shown, a damping anti-seismic device placed in a reinforced concrete member is placed on a frame beam, including a reinforced concrete beam 5, a damping steel bar 1, a connecting rod 2, a sleeve 3, and an anchoring component 4. (It is characterized in that:) the damping steel bar 1 is connected to the anchoring parts 4 at both ends through the connecting rod 2, the sleeve 3 sets the connecting rod 2 and the damping steel bar 1 in the tube, the damping steel bar 1, the connecting rod 2, the casing 3, and the anchor The components 4 together form an energy-dissipating fiber unit, and the energy-dissipating fiber unit is embedded in the reinforced concrete beam 5 . One of the two anchoring parts 4 is buried in the beam-column node area, and the other is buried in the midpoint of the beam, and plays an anchoring role in the concrete; the sleeve 3 separates the connecting rod 2 and the damping steel bar 1 from the concrete. Since the axial tensile stiffn...
Embodiment 2
[0024] Such as figure 2 As shown, a damping and anti-seismic device placed in a reinforced concrete member is placed in a frame, including a frame beam 5, a frame column 6, a damping steel bar 1, a connecting rod 2, a casing 3, and an anchoring component 4. The damping steel bar 1 is connected to the anchoring parts 4 at both ends through the connecting rod 2, and the sleeve 3 covers the connecting rod 2 and the damping steel bar 1 in the tube. The energy-dissipating fiber unit is embedded in the reinforced concrete beam 5 and the reinforced concrete column 6, wherein the two anchor components 4 in the beam 5 are buried in the beam-column node area, and the other is buried in the beam midpoint The energy-dissipating fiber units in the column 6 are located at the upper and lower ends of the column 6 respectively. The anchoring part 4 plays an anchoring role in the concrete, and the casing 3 separates the connecting rod 2 and the damping steel bar 1 from the concrete. Since t...
Embodiment 3
[0027] Such as image 3 As shown, a damping anti-seismic device placed in a reinforced concrete member is placed in a shear wall, including a shear wall 7, a damping steel bar 1, a connecting rod 2, a casing 3, and an anchoring component 4. (It is characterized in that:) the damping steel bar 1 is connected to the anchoring parts 4 at both ends through the connecting rod 2, the sleeve 3 sets the connecting rod 2 and the damping steel bar 1 in the tube, the damping steel bar 1, the connecting rod 2, the casing 3, and the anchor The components 4 together form an energy-dissipating fiber unit, which is embedded in the tension-compression area of the reinforced concrete shear wall 7, and the energy-dissipating fiber units in the shear wall 7 are arranged continuously along both sides of the shear wall. The anchoring part 4 plays an anchoring role in the concrete, and the casing 3 separates the connecting rod 2 and the damping steel bar 1 from the concrete. Since the axial tensi...
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