Tensile device provided with buffer device and used in cooperation with shock insulation layer
By setting a buffer in the middle of the tensile fastener of the tensile device to buffer the impact load, the problem that the existing tensile device cannot effectively buffer the impact load and improves the tensile performance.
Patent Information
- Application Number
- CN202420611113.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-27
- Publication Date
- 2025-03-07
- Estimated Expiration
- 2034-03-27
AI Technical Summary
The existing tensile resistance devices cannot effectively buffer impact loads when subjected to tension, affecting tensile resistance.
A tensile device with a buffer device is designed to buffer the impact load by providing a buffer in the middle of the tensile fastener. The buffer consists of an upper cover engaging member, a lower cover engaging member and a butterfly spring, which is located in the upper cover engaging member and a lower cover engaging member.
Effectively buffer impact loads, improve the tensile performance of the tensile resistance device, and avoid reducing tensile stiffness due to impact loads.
Smart Images

Figure CN222575822U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building shock absorption and isolation, in particular to a tensile device with a buffer device used in conjunction with a shock isolation layer. Background Art
[0002] With the development of the global economy and the acceleration of urbanization, high-rise and super-high-rise buildings have appeared frequently. Base isolation is a simple and effective shock absorption technology that has been widely used in various low-rise and medium-rise buildings and has achieved good shock absorption effects. In recent years, this technology has been gradually promoted and applied to high-rise and super-high-rise buildings. Due to the large overturning moment generated by the horizontal seismic force of high-rise and super-high-rise buildings, rubber isolation bearings are prone to tension under strong earthquake motion. Under strong earthquake motion, structures with large aspect ratios will produce obvious bumps and shakes, which will make the tension phenomenon of rubber isolation bearings more obvious. When the rubber isolation bearing is subjected to axial tension, although it does not appear to be damaged much from the appearance, it is easy to form a negative pressure state inside and produce many pores. Studies have shown that after the rubber isolation bearing is subjected to large tensile deformation and then compressed, its vertical compressive stiffness is reduced to about 1 / 2 of the initial stiffness, and when the tensile stress reaches 1.5-3.0MPa, the tensile stiffness of the bearing will drop sharply, showing a bilinear characteristic. The tensile device can improve the vertical tensile resistance of the seismic isolation layer. The tensile device will bring a great impact when subjected to tension, and the existing tensile device cannot buffer the impact load, thereby affecting the tensile performance. Therefore, the utility model provides a tensile device with a buffer device used in conjunction with the seismic isolation layer. Utility Model Content
[0003] The utility model aims at the deficiencies of the prior art and provides a tensile device with a simple structure, convenient installation and strong tensile resistance. The tensile fastener is set to be bidirectional, a buffer is set in the middle of the tensile fastener, and the tensile device is installed at the place where the seismic isolation layer is subjected to a large tensile force. At the same time, a buffer is added to the contact part of the tensile fastener of the tensile device to buffer the impact load.
[0004] In order to solve the above technical problems, the utility model adopts the following technical solutions:
[0005] A tensile device with a buffer device used in conjunction with a seismic isolation layer, comprising an upper tensile fastener and a lower tensile fastener, wherein the upper tensile fastener and the lower tensile fastener are respectively fixedly arranged at the upper and lower parts of the seismic isolation layer of a building, the upper tensile fastener and the lower tensile fastener are arranged in a cross shape, limited stop strips are arranged on the opposite surfaces of the upper tensile fastener and the lower tensile fastener, and a buffer is arranged between the upper tensile fastener and the lower tensile fastener, and the buffer is located on the inner side of the limited stop strip.
[0006] Furthermore, both sides of the lower tensile fastener are connected to the upper part of the seismic isolation layer of the building through an upper connecting assembly.
[0007] Furthermore, both sides of the upper anti-tension fastener are connected to the lower part of the building's seismic isolation layer through a lower connecting assembly, and a gap is left between the bottom surface of the upper anti-tension fastener and the lower end surface of the building's seismic isolation layer.
[0008] Furthermore, the buffer includes an upper cover, a lower cover and a butterfly spring, the upper cover and the lower cover cover overlap each other and the butterfly spring is arranged inside the upper cover and the lower cover.
[0009] Furthermore, the upper connection assembly includes bolts, sleeves, and anchor bars, and the lower connection assembly includes screws, sleeves, and anchor bars.
[0010] Furthermore, an upper tensile sliding friction pair is arranged on the top surface of the upper cover part, and a lower tensile sliding friction pair is arranged on the bottom surface of the lower cover part.
[0011] Furthermore, the elastic component is a butterfly spring, rubber or polyurethane.
[0012] Compared with the prior art, the beneficial effects of the utility model are:
[0013] The anti-tension device of the utility model can be used in conjunction with the seismic isolation rubber bearing to exert the synergistic effect of the two. The seismic isolation rubber bearing in the seismic isolation layer can provide a large energy dissipation capacity, and the anti-tension device can improve the vertical tensile resistance of the seismic isolation layer. In order to avoid a large impact when the anti-tension device is subjected to tension, a buffer is added to the contact part of the anti-tension fastener of the anti-tension device to buffer the impact load. The buffer is a butterfly spring, which is simple, low-cost and can effectively buffer the impact load. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 It is a top view of the utility model.
[0015] Figure 2 for Figure 1 Schematic diagram of the longitudinal section of AA.
[0016] Figure 3 It is a schematic diagram of the longitudinal section of the butterfly spring.
[0017] In the figure, 1. upper tensile fastener, 2. lower tensile fastener, 3. upper connecting assembly, 4. buffer, 4-1. upper tensile sliding friction pair, 4-2. upper cover assembly, 4-3. elastic component, 4-4. lower cover assembly, 4-5. lower tensile sliding friction pair, 5. lower connecting assembly, 6. gap, 7. limit strip. DETAILED DESCRIPTION
[0018] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.
[0019] refer to Figure 1-2 As shown, the utility model provides a tensile device with a buffer device for use with a seismic isolation layer, including an upper tensile fastener 1 and a lower tensile fastener 2, the upper tensile fastener 1 and the lower tensile fastener 2 are respectively fixedly arranged at the upper and lower parts of the seismic isolation layer of the building, the upper tensile fastener 1 and the lower tensile fastener 2 are arranged in a cross shape, and a limit stop bar 7 is arranged on the opposite surfaces of the upper tensile fastener 1 and the lower tensile fastener 2, and a buffer 4 is arranged between the upper tensile fastener 1 and the lower tensile fastener 2, and the buffer 4 is located on the inner side of the limit stop bar 7 to prevent the buffer 4 from slipping out. After the tensile device is subjected to an impact load, the buffer 4 can buffer part of the impact load. The two sides of the lower tensile fastener 2 are connected to the upper part of the seismic isolation layer of the building through the upper connecting assembly 3. The two sides of the upper tensile fastener 1 are connected to the lower part of the seismic isolation layer of the building through the lower connecting assembly 5, and a gap 6 is left between the bottom surface of the upper tensile fastener 1 and the end surface of the lower part of the seismic isolation layer of the building to play a role in adjusting uneven settlement and installation gap.
[0020] For further reference, Figure 3 As shown, the buffer 4 includes an upper cover 4-2, a lower cover 4-4 and an elastic component 4-3. The upper cover 4-2 and the lower cover 4-4 are overlapped and the elastic component 4-3 is arranged in the upper cover 4-2 and the lower cover 4-4. The top surface of the upper cover 4-2 is provided with an upper tensile sliding friction pair 4-1, and the bottom surface of the lower cover 4-4 is provided with a lower tensile sliding friction pair 4-5. The upper tensile sliding friction pair 4-1 and the lower tensile sliding friction pair 4-5 are in contact with the surfaces of the upper tensile fastener 1 and the lower tensile fastener 2 respectively. The upper connecting component 3 includes bolts, sleeves, and anchor bars. The lower connecting component 5 includes screws, sleeves, and anchor bars. The elastic component 4-3 is a butterfly spring, rubber or polyurethane.
[0021] Although the utility model is described herein with reference to a plurality of illustrative embodiments of the utility model, it should be understood that those skilled in the art may devise many other modifications and implementations that fall within the scope and spirit of the principles disclosed herein. More specifically, within the scope of the disclosure, drawings, and claims of the present application, various modifications and improvements may be made to the components or layout of the subject combination layout. In addition to the modifications and improvements made to the components or layout, other uses will also be apparent to those skilled in the art.
Claims
1. A tensile device with a buffer device used in conjunction with a seismic isolation layer, comprising an upper tensile fastener (1) and a lower tensile fastener (2), wherein the upper tensile fastener (1) and the lower tensile fastener (2) are respectively fixedly arranged at the upper and lower parts of the seismic isolation layer of the building, characterized in that: The upper anti-tensile fastener (1) and the lower anti-tensile fastener (2) are arranged in a cross shape, and a limit stop bar (7) is arranged on the opposite surfaces of the upper anti-tensile fastener (1) and the lower anti-tensile fastener (2), and a buffer (4) is arranged between the upper anti-tensile fastener (1) and the lower anti-tensile fastener (2), and the buffer (4) is located on the inner side of the limit stop bar (7).
2. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 1, characterized in that: The lower tensile fastener (2) is connected to the upper part of the earthquake-isolating layer of the building via an upper connecting assembly (3).
3. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 1, characterized in that: Both sides of the upper anti-tension fastener (1) are connected to the upper part of the building's seismic isolation layer via a lower connection assembly (5), and a gap (6) is left between the bottom surface of the lower anti-tension fastener (2) and the lower end surface of the building's seismic isolation layer.
4. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 1, characterized in that: The buffer (4) comprises an upper cover (4-2), a lower cover (4-4) and an elastic component (4-3); the upper cover (4-2) and the lower cover (4-4) are overlapped with each other and the elastic component (4-3) is arranged inside the upper cover (4-2) and the lower cover (4-4).
5. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 1, characterized in that: The upper connection component (3) comprises bolts, sleeves and anchor bars, and the lower connection component (5) comprises screw rods, sleeves and anchor bars.
6. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 4, characterized in that: An upper tensile sliding friction pair (4-1) is arranged on the top surface of the upper cover part (4-2), and a lower tensile sliding friction pair (4-5) is arranged on the bottom surface of the lower cover part (4-4).
7. The tensile device with a buffer device used in conjunction with a seismic isolation layer according to claim 4, characterized in that: The elastic component (4-3) is a butterfly spring, rubber or polyurethane.