A compact three-dimensional friction pendulum isolation bearing
By designing a simple-compact three-dimensional friction pendulum shock isolation support, using the friction sliding pair and vertical shock isolation unit, simultaneous isolation of horizontal and vertical vibrations are achieved, and the existing technology is difficult to reduce horizontal and vertical vibrations at the same time. Problem, with good energy consumption and economicality.
Patent Information
- Application Number
- CN202110230267.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2021-03-02
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2041-03-02
AI Technical Summary
Existing seismic isolation supports are difficult to reduce horizontal and vertical vibrations at the same time, and cannot effectively isolate vertical vibrations caused by rail transit, etc., which affects the comfort and normal use of the building.
A simple and compact three-dimensional friction pendulum shock isolation support is designed, and a vertical shock isolation unit is set up through two sets of friction sliding pairs and a ball crown lining plate. , realizes dual control of horizontal and vertical vibration.
It achieves simultaneous isolation of horizontal and vertical vibrations, with simple structure, good energy consumption, low cost and easy installation, and is suitable for a variety of engineering structures.
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Figure CN112780093B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the field of civil engineering and is a support capable of realizing earthquake reduction and isolation of buildings, in particular a support capable of realizing horizontal and vertical earthquake reduction and isolation at the same time, in particular a compact three-dimensional friction pendulum earthquake isolation support. Background Art
[0002] The seismic isolation bearings currently used in engineering applications are mainly used to reduce horizontal vibrations, and those that can simultaneously reduce vertical vibrations are rare in actual applications. In addition, due to the vertical vibrations caused by rail transit, etc., ordinary seismic isolation bearings cannot isolate them, which will affect the comfort of the building and even the normal use of some buildings. Many designers at home and abroad have also proposed a variety of three-dimensional seismic isolation bearing concepts and structures that can reduce the vertical vibrations caused by earthquakes and the vertical vibrations caused by vehicles, mechanical equipment, etc. However, many current design schemes have large structural dimensions and no vertical energy-consuming units, high costs, and low practicality, so there are relatively few cases of actual application. Summary of the invention
[0003] The purpose of the present invention is to provide a compact three-dimensional friction pendulum seismic isolation support, which can realize horizontal and vertical seismic reduction and isolation at the same time.
[0004] In order to solve the above technical problems, the present invention adopts the following technical solutions:
[0005] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates and spherical crown lining plates connected by friction sliding pairs, and a vertical seismic isolation unit is arranged between the two spherical crown lining plates.
[0006] Furthermore, the vertical seismic isolation unit includes a plurality of butterfly spring groups or a plurality of coil spring groups.
[0007] Furthermore, the friction sliding pair includes a sliding panel, a friction plate and a connecting plate.
[0008] Furthermore, a friction damper is provided in the vertical seismic isolation unit, and the friction damper can be distributed in a straight line, a cross or a circle in the horizontal direction.
[0009] Furthermore, a friction damper is arranged in the vertical seismic isolation unit, and a friction pair is arranged between the sleeve of the friction damper and the guide rod.
[0010] Furthermore, the friction pair is composed of a metal sliding panel and a polytetrafluoroethylene, modified polytetrafluoroethylene, or ultra-high molecular weight polyethylene plate.
[0011] Furthermore, a guide structure is provided in the vertical seismic isolation unit, and a friction rod is provided between the guide cylinder and the guide rod of the guide structure.
[0012] Furthermore, a guide structure is provided in the vertical seismic isolation unit, and a ball bearing is provided between the guide cylinder and the guide rod of the guide structure.
[0013] Furthermore, a guide structure is provided in the vertical seismic isolation unit, and a guide cylinder of the guide structure adopts a linear bearing.
[0014] Compared with the prior art, the present invention has at least one of the following beneficial effects:
[0015] 1. It has the dual control capability of isolating horizontal and vertical earthquakes or vibrations;
[0016] 2. Simple structure, good energy consumption effect, low cost, easy installation, suitable for engineering structures with dual vibration control requirements. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 This is a typical structural cross-sectional view of the present invention.
[0018] Figure 2 It is a top view of the straight-line friction damper of the present invention.
[0019] Figure 3 It is a top view of the cross-shaped friction damper of the present invention.
[0020] Figure 4 It is a cross-sectional view of the disc spring structure of the present invention.
[0021] Figure 5 A cross-sectional view of the structure of a friction rod is added to the guide rod of the present invention.
[0022] Figure 6 This is a cross-sectional view of a guide rod sleeve of the present invention using a linear bearing.
[0023] In the figure, 1-support plate; 2-sliding panel; 3-friction plate; 4-spherical crown lining plate; 5-connecting plate; 6-vertical seismic isolation unit, 7-friction damper, 8-friction rod, 9-linear bearing. DETAILED DESCRIPTION
[0024] like Figure 1-6 In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.
[0025] Example 1
[0026] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of butterfly spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and a polytetrafluoroethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, a friction rod 8 is arranged between the guide cylinder and the guide rod of the guide structure, and the vertical seismic isolation unit 6 has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, the installation is convenient, and the unit is suitable for engineering structures with dual-vibration control requirements.
[0027] Example 2
[0028] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of butterfly spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and an ultra-high molecular weight polyethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, a friction rod 8 is arranged between the guide cylinder and the guide rod of the guide structure, and the vertical seismic isolation unit 6 has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, the installation is convenient, and the unit is suitable for engineering structures with dual-vibration control requirements.
[0029] Example 3
[0030] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of coil spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and a polytetrafluoroethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, a friction rod 8 is arranged between the guide cylinder and the guide rod of the guide structure, and the vertical seismic isolation unit 6 has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, the installation is convenient, and the unit is suitable for engineering structures with dual-vibration control requirements.
[0031] Example 4
[0032] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of coil spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and a modified polytetrafluoroethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, a friction rod 8 is arranged between the guide cylinder and the guide rod of the guide structure, and the vertical seismic isolation unit 6 has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, the installation is convenient, and the unit is suitable for engineering structures with dual-vibration control requirements.
[0033] Example 5
[0034] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of coil spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and a modified polytetrafluoroethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, a ball is arranged between the guide cylinder and the guide rod of the guide structure, and the vertical seismic isolation unit 6 has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, the installation is convenient, and the unit is suitable for engineering structures with dual-vibration control requirements.
[0035] Example 6
[0036] A compact three-dimensional friction pendulum seismic isolation bearing comprises two groups of bearing plates 1 and spherical crown liners 4 connected by friction sliding pairs, a vertical seismic isolation unit 6 is arranged between the two spherical crown liners 4, the vertical seismic isolation unit 6 comprises a plurality of coil spring groups, the friction sliding pair comprises a sliding panel 2, a friction plate 3 and a connecting plate 5, a friction damper 7 is arranged in the vertical seismic isolation unit 6, the horizontal distribution shape of the friction damper 7 can be straight, cross or circular, the friction damper 7 is arranged in the vertical seismic isolation unit 6, a friction pair is arranged between the sleeve of the friction damper 7 and the guide rod, the friction pair is composed of a metal sliding panel and a modified polytetrafluoroethylene plate, a guide structure is arranged in the vertical seismic isolation unit 6, the guide cylinder of the guide structure adopts a linear bearing 9, and has the ability of isolating horizontal and vertical earthquakes or vibrations and dual-vibration control; the structure is simple, the energy consumption effect is good, the cost is low, and the installation is convenient, and the project structure is suitable for the engineering structure with the dual-vibration control requirements.
[0037] Although the present invention is described herein with reference to a number of illustrative embodiments of the present invention, it will be appreciated 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 present disclosure, drawings, and claims, a variety of variations and modifications may be made to the components and / or layout of the subject combination layout. In addition to the variations and modifications made to the components and / or layout, other uses will also be apparent to those skilled in the art.
Claims
1. A compact three-dimensional friction pendulum isolation bearing, characterized in that: The invention comprises two groups of support plates (1) and spherical cap lining plates (4) connected by a friction sliding pair, a vertical seismic isolation unit (6) is arranged between the two spherical cap lining plates (4), the vertical seismic isolation unit (6) comprises a plurality of butterfly spring groups or a plurality of spiral spring groups, the friction sliding pair comprises a sliding panel (2), a friction plate (3) and a connecting plate (5), a friction damper (7) is arranged in the vertical seismic isolation unit (6), and the friction damper (7) can be distributed in a straight line shape, a cross shape or a circle in the horizontal direction.
2. The compact three-dimensional friction pendulum seismic isolation support according to claim 1 is characterized in that: A friction damper (7) is arranged in the vertical seismic isolation unit (6), and a friction pair is arranged between the sleeve and the guide rod of the friction damper (7).
3. The compact three-dimensional friction pendulum seismic isolation support according to claim 2 is characterized in that: The friction pair is composed of a metal sliding panel and polytetrafluoroethylene, modified polytetrafluoroethylene and ultra-high molecular weight polyethylene plates.
4. The compact three-dimensional friction pendulum seismic isolation support according to claim 1 is characterized in that: A guide structure is provided in the vertical seismic isolation unit (6), and a friction rod (8) is provided between a guide cylinder and a guide rod of the guide structure.
5. The compact three-dimensional friction pendulum seismic isolation support according to claim 1 is characterized in that: A guide structure is provided in the vertical seismic isolation unit (6), and a ball bearing is provided between a guide cylinder and a guide rod of the guide structure.
6. The compact three-dimensional friction pendulum seismic isolation support according to claim 1, characterized in that: A guide structure is provided in the vertical seismic isolation unit (6), and a guide cylinder of the guide structure adopts a linear bearing (9).
Citation Information
Patent Citations
Simple and compact type three-dimensional friction pendulum shock insulation support
CN214498558U