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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[0044] Example 1
[0045] When the invention adopts the intermediate column type to be installed in the building structure, such as Picture 9 As shown, several shear-bending combination type yield soft steel dampers are combined together and installed in the main structure of the building. The top level of the upper L-shaped side steel plate 1 of the shear-bending combination type of staged yield mild steel damper is connected to the upper main beam of the floor by high-strength bolts, and the bottom level of the lower L-shaped side steel plate 1 is connected to the lower part of the floor by high-strength bolts. The wall supports are 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 mild steel energy-dissipating steel plates 4 is small, and when the displacement is small, the rectangular soft The energy-dissipating steel she...
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[0046] Example 2
[0047] When the present invention adopts the supporting type to be installed in the building structure, such as Picture 10 As shown, several shear-bending combination type yield soft steel dampers are combined together and installed in the main structure of the building. The top level of the upper L-shaped side steel plate 1 of the shear-bending combination type of staged yield mild steel damper is connected to the upper main beam of the floor by high-strength bolts, and the bottom level of the lower L-shaped side steel plate 1 is connected to the lower main beam of the floor by high-strength bolts. The herringbone steel supports set on the beams are fixedly connected, and the supports play the role of fixing the damper. 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 mild steel energy-dissipating steel plates 4 is small, an...
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