A Coil Spring Damper with Preset Early Stiffness
A coil spring and damper technology, applied in the direction of spring/shock absorber, spring/shock absorber design features, spring/shock absorber functional characteristics, etc., can solve the waste of resources, reduce the cost of shock absorption, and cannot change the damper Early stiffness and other problems, to achieve the effect of shortening the length and reducing the cost of isolation
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example 1
[0034] see figure 1 , the helical spring damper with preset early stiffness 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 cylindrical helical compression spring 4 is arranged in the axial direction in the guide sleeve 1, and a drive member extends into the guide sleeve 1 from the center of the first end cover 2, wherein the drive member is located in the cylindrical The upper end of the helical compression spring 4 and the dynamic pressure plate 5 that is in motion with the guide sleeve 1 and the drive rod 5-1 extending upward from the upper surface of the dynamic pressure plate 5 to the guide sleeve 1 are formed. The drive rod 5-1 is located outside the guide sleeve 1. A connecting ring 5-2 wit...
example 2
[0042] This example has the following differences from Example 1:
[0043] see Figure 7-9 , the first group of preloaded steel cables 8 and the second group of preloaded steel cables 9 are composed of four preloaded steel cables. Moreover, the distance between the first group of preloaded steel cables 8 and the axis of the guide sleeve is greater than the distance between the second group of preloaded steel cables 9 and the axis of the guide sleeve.
[0044] see Figure 7-13 , 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 fixed on the dynamic pressure plate 5 and the second set of steel cables 9 by using steel cable self-locking anchors 15 instead of the eyebolts in Example 1. On the two end caps 3.
[0045] see Figures 14 to 16 , and combined with Figure 7 , the cable self-locking anchor 15 is composed of a mounting hole provided on the mounting plate 15-1, a jaw 15-2 and a locking ...
example 3
[0049] see Figures 17-19 , the helical spring damper with preset early stiffness in this example is a kind of vibration isolation device (also called seismic isolation support) that can be used for vertical isolation of buildings. Compared with Example 2, this example mainly has the following differences :
[0050] 1. As a vibration-isolation support, in order to facilitate installation, in this example, the connecting lug plate provided on the second end cover 3 in Example 1 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 16 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 15 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 driving member is a...
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