Friction pendulum shock insulation support

By combining the flanged stainless steel sliding panel with the anchoring ring, the problem of insufficient displacement space in the friction pendulum seismic isolation bearing is solved, which improves the stability and durability of the bearing and reduces the risk of failure.

CN223562331UActive Publication Date: 2025-11-18FENGZE INTELLIGENT EQUIP CO LTD +1
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Patent Information

Application Number
CN202423113615.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-17
Publication Date
2025-11-18
Estimated Expiration
2034-12-17

AI Technical Summary

Technical Problem

In the design of existing friction pendulum seismic isolation bearings, the presence of screws reduces the displacement space of the bearing, which may cause the spherical crown to collide with the fixing screws, resulting in impact damage to the wear-resistant plate and affecting the normal operation and service life of the bearing.

Method used

The design features a flanged stainless steel sliding panel that fits snugly against the upper and lower support plates and is secured with anchoring rings and hexagonal screws. This avoids direct screw fixation, increases displacement space, eliminates the risk of contact impact, and reduces the risk of the flanged stainless steel sliding panel falling off.

Benefits of technology

The displacement range of the spherical crown liner is increased, stress concentration is avoided, the durability and service life of the flanged stainless steel sliding panel are improved, and the overall performance and stability of the friction pendulum seismic isolation bearing are enhanced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a friction pendulum shock insulation support, which relates to the technical field of building shock absorption and isolation, and comprises an upper support plate and a lower support plate, the lower surface of the upper support plate and the upper surface of the lower support plate are both provided with accommodating grooves, and the accommodating grooves abut against a flanged stainless steel sliding panel. The side edges of the two flanged stainless steel sliding panels are tightly attached to the edge tables of the upper support plate and the lower support plate. And a spherical crown lining plate is arranged between the two flanged stainless steel sliding panels. According to the friction pendulum shock insulation support, the displacement range of the spherical crown lining plate in the containing groove is increased, the spherical crown lining plate does not make contact with or impact screws in the sliding process, the hidden trouble is eliminated, and the risk that the flanging stainless steel sliding panel falls off from the containing groove can be further reduced; the stress concentration effect of the flanged stainless steel sliding panel on the fixed structure during horizontal displacement is avoided, the durability of the flanged stainless steel sliding panel is improved, and the service life of the flanged stainless steel sliding panel is prolonged.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building shock and vibration isolation, and particularly relates to a friction pendulum seismic isolation support. BACKGROUND

[0002] The friction pendulum seismic isolation support has the advantages of simple structure, simple parameters, stable performance, strong durability, convenient product quality control, and period not affected by dynamic load, and is increasingly widely applied in engineering.

[0003] In the design of the current friction pendulum seismic isolation support, the stainless steel sliding panel is fixed in the upper and lower plate grooves of the support by being slotted and using screws, but such a structure design reduces the displacement space of the support due to the presence of the screws. When the support moves, the spherical cap may hit the fixed screws on the stainless steel sliding panel, causing a large impact force. This impact force may damage the wear plate, making the support unable to reset and normally operate.

[0004] How to develop a friction pendulum seismic isolation support to increase the displacement space of the support and ensure the service life of the spherical cap lining plate and the wear plate has become a technical problem to be solved by the technical personnel in the field. CONTENT OF THE UTILITY MODEL

[0005] The utility model aims to provide a friction pendulum seismic isolation support to solve the problems listed in the background art.

[0006] To solve the above technical problems, the utility model adopts the following technical scheme:

[0007] The utility model discloses a friction pendulum seismic isolation support, which comprises an upper support plate and a lower support plate, the lower surface of the upper support plate and the upper surface of the lower support plate are both provided with accommodating grooves, the accommodating grooves are in abutment with the flanged stainless steel sliding panels, and the side edges of the two flanged stainless steel sliding panels are tightly attached to the edge tables of the upper support plate and the lower support plate.

[0008] Two spherical cap lining plates are installed between the two flanged stainless steel sliding panels.

[0009] Preferably, two anchor rings are further included, the two anchor rings are fixedly connected with the upper support plate and the lower support plate through inner hexagonal screws penetrating the flanged stainless steel sliding panels.

[0010] Preferably, wear plates are fixedly installed on the upper and lower surfaces of the spherical cap lining plate through screws, and the wear plates are in abutment with the flanged stainless steel sliding panels.

[0011] Compared with the prior art, the utility model has the beneficial technical effects that:

[0012] The utility model discloses a kind of friction pendulum seismic isolation supports, the side of flanging stainless steel sliding panel is adhered on the edge table of upper and lower support plate, and by anchoring torus and internal hexagon screw fixed installation on upper and lower support plate, so that without using screw bolt to fix and install stainless steel panel on the inboard of upper and lower support plate, increase the displacement range of spherical crown lining plate in accommodating groove, and spherical crown lining plate will not contact and impact with screw in sliding process, eliminate hidden danger, also can further reduce the risk that flanging stainless steel sliding panel falls off from accommodating groove;

[0013] Further, the edge of flanging stainless steel sliding panel and the groove edge of upper and lower support plate exist certain fillet contact, avoid the stress concentration effect caused by flanging stainless steel sliding panel on fixed structure when horizontal displacement in traditional structure, effectively reduce the damage situation caused by flanging stainless steel sliding panel due to excessive force, improve the durability and service life of flanging stainless steel sliding panel, improve the overall performance and stability, reliability of building friction pendulum seismic isolation support. BRIEF DESCRIPTION OF DRAWINGS

[0014] The utility model will be further described with the help of accompanying drawings.

[0015] Fig. 1 It is a kind of friction pendulum seismic isolation support sectional view schematic diagram of the utility model;

[0016] Fig. 2 It is A part enlarged schematic diagram of the utility model.

[0017] Reference signs are explained: 1, upper support plate;2, lower support plate;3, spherical crown lining plate;4, flanging stainless steel sliding panel;5, anchoring torus. DETAILED DESCRIPTION

[0018] In order to make the technical problem, technical scheme and beneficial effect to be solved in the utility model more clearly, the utility model is further described in detail in the following with the help of drawing and example.

[0019] As Figs. 1-2 Shown, a kind of friction pendulum seismic isolation support, including upper support plate 1 and lower support plate 2, the lower surface of the upper support plate 1 and the upper surface of the lower support plate 2 are all provided with accommodating groove, the accommodating groove is in contact with flanging stainless steel sliding panel 4, and the side of two flanging stainless steel sliding panels 4 is adhered on the edge table of the upper support plate 1 and the lower support plate 2;

[0020] Two flanging stainless steel sliding panels 4 are installed with spherical crown lining plate 3;

[0021] Two anchor rings 5 are further included, and the two anchor rings 5 are fixedly connected with the upper support plate 1 and the lower support plate 2 respectively through hexagon socket screws penetrating the turned edge stainless steel sliding panel 4.

[0022] The turned edge stainless steel sliding panel is a turned edge process based on a stainless steel sliding panel, so that the side edge of the turned edge stainless steel sliding panel is tightly attached to the edge platform of the upper and lower support plates, and the anchor ring and hexagon socket screw mounting structure are designed on the upper and lower support plates, so that the stainless steel panel is not fixed and installed on the inner side of the upper and lower support plates through screws and bolts, thereby increasing the displacement range of the spherical cap lining plate in the containing groove, and the spherical cap lining plate does not contact and impact the screws during sliding, eliminating hidden troubles, and further reducing the risk of the turned edge stainless steel sliding panel falling out of the containing groove.

[0023] Further, the edge of the turned edge stainless steel sliding panel is in certain fillet contact with the groove edge of the upper and lower support plates, avoiding the stress concentration effect of the turned edge stainless steel sliding panel on the fixed structure during horizontal displacement in the traditional structure, effectively reducing the damage of the turned edge stainless steel sliding panel caused by excessive stress, improving the durability and service life of the turned edge stainless steel sliding panel, and improving the overall performance, stability and reliability of the building friction pendulum seismic isolation bearing.

[0024] Specifically, the upper and lower surfaces of the spherical cap lining plate 3 are fixedly installed with wear-resistant plates through screws, and the wear-resistant plates abut against the turned edge stainless steel sliding panel 4.

[0025] It should be noted that in this document, relational terms such as first and second and the like can only be used to distinguish one entity or action from another entity or action, without necessarily requiring or implying that these entities or actions are in any way mutually exclusive, and that the terms "comprise", "comprising", or any other variant thereof are intended to cover non-exclusive inclusion, so that a process, method, article or apparatus that includes a list of elements does not include only those elements, but can also include other elements not expressly listed or inherent to such process, method, article or apparatus.

[0026] The above-described embodiments are only used to describe the preferred modes of the present application, and do not limit the scope of the present application, and various modifications and improvements of the technical solutions of the present application made by those skilled in the art without departing from the design spirit of the present application shall fall within the protection scope of the present application.

Claims

1. A friction pendulum seismic isolation bearing, comprising an upper bearing plate (1) and a lower bearing plate (2), the lower surface of the upper bearing plate (1) and the upper surface of the lower bearing plate (2) are provided with accommodating grooves, characterized in that: The accommodating groove is in abutment with the flanged stainless steel sliding panel (4), and the side edges of the two flanged stainless steel sliding panels (4) are tightly attached to the edge platforms of the upper support plate (1) and the lower support plate (2); A spherical cap lining plate (3) is installed between the two flanged stainless steel sliding panels (4).

2. The friction pendulum seismic isolation bearing according to claim 1, wherein: Two anchor circular rings (5) are further included, and the two anchor circular rings (5) are fixedly connected with the upper support plate (1) and the lower support plate (2) through hexagonal socket head screws penetrating the flanged stainless steel sliding panel (4).

3. The friction pendulum seismic isolation bearing of claim 1, wherein: The upper and lower surfaces of the spherical cap lining plate (3) are fixedly installed with wear-resistant plates through screws, and the wear-resistant plates are in abutment with the flanged stainless steel sliding panel (4).