A combined shear plate damper
A technology of shear plate and damper, which is applied in the direction of building components, earthquake resistance, etc., can solve problems such as falling beam damage, large displacement, etc., achieve good energy consumption capacity, meet temperature deformation requirements, and have a wide range of application prospects
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0027] Such as Figure 1~4 As shown: the combined shear plate damper in this embodiment is composed of the structural connecting plate 3, the gap low friction limiter and the shear plate damper, and the shear plate damper is composed of the upper and lower shear plates 1-2 The two ends are fixedly connected with the sliding support plate 1-3 and the support connecting plate 1-1 respectively, and the gap low-friction limiter consists of a sliding cover plate 2-1, a low-friction material body 2-2 and a limit block 2- 3 components, one side of the sliding cover plate 2-1 is fixedly connected to the structural connecting plate 3, and the limit block 2-3 is fixedly connected to the sliding support plate 1-3, and is located between the sliding cover plate 2-1 and the low-friction material body 2-2 On both sides of the two sides, the low-friction material body 2-2 is located between the sliding cover plate 2-1 and the sliding support plate 1-3, and a certain gap is set between the sl...
Embodiment 2
[0029] Such as Figure 5 As shown, the difference between this embodiment and Embodiment 1 is that the bonding surface of the sliding cover plate 2-1 and the low-friction material body 2-2 is a curved surface, and the corresponding sliding support plate 1-3 and the low-friction material body 2 The -2 bonding surface is also a curved surface, and at this time the shape of the corresponding low-friction material body 2-2 is also set as a curved surface.
Embodiment 3
[0031] Such as Figure 6 and Figure 7 As shown, the difference between this embodiment and Embodiment 1 is that two groups of gap low-friction limiters are arranged along the shearing deformation direction of the shear plate, and each group of gap low-friction limiters has the same geometric parameters.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 