Vibration isolation column base joint
A column foot node and vibration isolation technology, applied in the direction of columns, pier columns, pillars, etc., can solve the problems of reduced horizontal stiffness and rotational stiffness, reduced horizontal load capacity of column feet, and poor stability of column feet, so as to improve stability, The effect of small shear resistance and stable structure
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0025] A vibration isolation column base node, such as figure 1 and figure 2 , including a column foot 1, a first connecting plate 6, a vertical vibration isolation pad 2 and a bottom plate 9 connected in sequence, and two horizontal elastic stops 4 are symmetrically provided on the sides of the vertical vibration isolation pad 2, and each horizontal elastic stop 4 includes The second support plate 41 and the first vertical plate 42, the second support plate 41 is horizontally arranged, and the second support plate 41 is provided with 4 vertical second vertical plates 44, forming a filling space, filled with The second elastic body 43, one end of the first vertical plate 42 is fixed on the base plate 9, and the other end passes through the second elastic body 43 and is fixed on the second support plate 41, wherein a second vertical plate 44 is connected to the first support plate 21 And the first connecting plate 6 is welded.
[0026] The vertical vibration isolation pad 2 ...
Embodiment 2
[0034] In this embodiment, the first elastic body 22 and the second elastic body 43 are high damping rubber, and the others are the same as in the first embodiment.
Embodiment 3
[0036] In this embodiment, the first elastic body 22 and the second elastic body 43 are coil springs, and the others are the same as in the first embodiment.
[0037] Embodiment 1, Embodiment 2 and Embodiment 3 propose a vibration isolation column base node, which can not only isolate the vibration of the steel structure caused by the vertical vibration of the ground caused by equipment operation, train vehicles, etc., but also resist bending Good carrying capacity.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 

