A Composite Spring Damper with Presettable Early Stiffness
A composite spring and damper technology, applied in the direction of spring/shock absorber, spring/shock absorber functional characteristics, spring, etc., can solve the problems of reducing shock absorption cost, waste of resources, inability to change the initial stiffness of the damper, etc. The effect of reducing the cost of isolation and shortening the length
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example 1
[0039] see figure 1 , the composite spring damper with preset stiffness in the early stage in this example is an energy dissipation device that can be used for seismic reinforcement of building structures. It includes a guide sleeve 1, a first end cover 2 and a second Two end caps 3, wherein the first end cap 2 and the second end cap 3 are respectively fixedly connected to the two ends of the guide sleeve by screws. A composite spring 4 is arranged axially in the guide sleeve 1, and a driving member protrudes from the center of the first end cover 2 into the guide sleeve 1 and presses on the composite spring 4; wherein, the drive The component is composed of a dynamic pressure plate 5 located at the upper end of the composite spring 4 and movingly matched with the guide sleeve 1, and a driving rod 5-1 extending upward from the upper surface of the dynamic pressure plate 5 out of the guide sleeve 1. The driving rod 5-1 is located on the guide sleeve 1. The outer end is provid...
example 2
[0049] This example has the following differences from Example 1:
[0050] see Figure 8-10 , the first group of preloaded steel cables 8 and the second group of preloaded steel cables 9 are composed of three steel cables.
[0051] see Figure 8-13 , the upper head of the first group of preloaded steel cables 8 and the lower head of the second group of preloaded steel cables 9 are respectively fixed on the dynamic pressure plate 5 and the second set of steel cables by using cable self-locking anchors 16 instead of the eyebolts in Example 1. On the two end caps 3.
[0052] see Figures 14 to 16 , and combined with Figure 7 , the cable self-locking anchor 16 is composed of a mounting hole provided on the mounting plate 16-1, a jaw 16-2 and a locking bolt 16-4, wherein the mounting plate 16-1 is a movable Pressing plate 5 or second end cap 3 . The axis of the mounting hole is collinear with the straight line where the corresponding pre-compressed steel cable is located; th...
example 3
[0056] see Figures 17-21 , the compound spring damper with preset stiffness in the early stage in this example is a kind of vibration isolation device (also called seismic isolation support) that can be used for vertical seismic isolation of buildings. Compared with Example 2, this example mainly has the following differences :
[0057] 1. As a shock-absorbing support, in order to facilitate installation, in this example, the connecting lug plate provided on the second end cover 3 in Example 2 is omitted, and the second end cover 3 is extended axially downward from the edge and then to the It extends radially outward, and is evenly provided with connecting bolt holes 18 at the edge. The second end cover 3 is used as the base of the shock-isolation support, and the length of the downward axial extension needs to be greater than the self-locking anchor 16 of the steel cable. The length of the part exposed on the outside of the second end cover 3 . The driving rod 5-1 of the d...
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