Shear yield and bending yield combined type staged soft steel damper
A mild steel damper, shear-bending technology, applied in building components, shock-proof and other directions, can solve the problem of single energy consumption level, and achieve the effect of easy installation and replacement, strong safety reserve, and small impact on function and appearance
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Embodiment 1
[0045] When the present invention adopts the middle column type to be installed in the building structure, such as Figure 9 As shown, several shear-bending combined staged yield mild steel dampers are combined and installed in the main structure of the building. The top horizontal plane of the L-shaped side steel plate 1 on the upper part of the combined shear-bending mild steel damper is connected to the upper main beam of the floor through high-strength bolts, and the bottom horizontal plane of the lower L-shaped side steel plate 1 is connected to the lower part of the floor through high-strength bolts. The wall support is fixedly connected. When an earthquake occurs, a relative displacement occurs between the two L-shaped side steel plates 1 in each damper. Under small earthquakes, the yield displacement of the rectangular soft steel energy-dissipating steel plate 4 is small, and the rectangular soft steel plate 4 has a small displacement. The steel energy-dissipating ste...
Embodiment 2
[0047] When the present invention adopts supporting type to be installed in the building structure, such as Figure 10 As shown, several shear-bending combined staged yield mild steel dampers are combined and installed in the main structure of the building. The top horizontal plane of the L-shaped side steel plate 1 on the upper part of the combined shear-bending mild steel damper is connected to the upper main beam of the floor through high-strength bolts, and the bottom horizontal plane of the lower L-shaped side steel plate 1 is connected to the main beam of the lower floor through high-strength bolts. The herringbone steel supports set on the beams are fixedly connected, and the supports act as fixed dampers. When an earthquake occurs, a relative displacement occurs between the two L-shaped side steel plates 1 in each damper. Under small earthquakes, the yield displacement of the rectangular soft steel energy-dissipating steel plate 4 is small, and the rectangular soft ste...
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