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A press-shear separation type variable stiffness rubber bearing and its manufacturing method

A rubber bearing and variable stiffness technology, applied in protective buildings/shelters, building types, buildings, etc., can solve the problems of poor controllability of stiffness, weak energy dissipation capacity, and small elastic range, and achieve the realization of compression shearing. Separation, enhanced energy dissipation capacity, reduced effect of superstructure reaction

Active Publication Date: 2021-11-02
CHINA STATE CONSTRUCTION ENGINEERING CORPORATION +1
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a compression-shear separation type variable stiffness rubber bearing and its manufacturing method, to solve the problem of weak energy dissipation capacity, poor shock isolation effect, too small elastic range, poor stiffness controllability and bearing capacity of ordinary bearings at the present stage. Poor technical issues

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  • A press-shear separation type variable stiffness rubber bearing and its manufacturing method
  • A press-shear separation type variable stiffness rubber bearing and its manufacturing method

Examples

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Embodiment Construction

[0039] Examples see Figure 1-2 As shown, a compression-shear separation type variable stiffness rubber bearing includes a bearing upper plate 1, a bearing lower plate 11 and a shock-isolation assembly arranged between the two, and the upper side of the bearing upper plate 1 is fixed The support upper connecting piece 1 is connected, and the lower side of the support lower plate 11 is fixedly connected with the support lower connecting piece 12 .

[0040] The shock-isolating assembly includes a vertical shock-isolating assembly at the side and a horizontal shock-isolating assembly at the center.

[0041] The vertical vibration isolation assembly is provided with a circle along the edge, and each vertical vibration isolation assembly includes a long vertical spring 9, a short vertical spring 17, a damper 8, a limit stop groove 4 and a limit baffle, so The limit stop groove 4 is fixedly connected to the lower side of the upper plate 1 of the support, the notch of the limit stop...

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Abstract

A compression-shear separation type variable stiffness rubber bearing and its construction method, comprising an upper plate of the bearing, a lower plate of the bearing and a shock-isolation assembly arranged between them, the shock-isolation assembly includes a vertical shock-isolation assembly and a horizontal shock-isolation assembly The vertical vibration isolation component includes a long vertical spring, a short vertical spring, a damper, a limit stop groove and a limit baffle, and a horizontal vibration isolation component includes a set of vertical steel rods, a second viscous fluid, Rubber body and sandwich steel. The invention has the advantages of simple structure, simple processing technology, easy acquisition and assembly of each component, convenient installation and high cost performance. All parts of the support are made of metal materials with good durability. At the same time, the force path is clear, and the vertical force and horizontal force are borne separately by different parts of the support, which can effectively realize the separation of compression and shear, and has strong energy dissipation capacity and self-resetting ability. The vertical and horizontal stiffness of the support are adjustable, variable and controllable, so as to realize the vibration isolation and displacement limitation under different ground motions.

Description

technical field [0001] The invention belongs to the field of shock absorption and isolation of engineering structures, in particular to a pressure-shear separation type variable stiffness rubber bearing and a manufacturing method thereof. Background technique [0002] In the field of earthquake reduction and isolation in civil engineering, it is often necessary to use supports for earthquake isolation, and combine various energy-dissipating elements to dissipate energy and enhance the recoverable function of the structure. The use of various forms of seismic isolation bearings can reduce the effect of earthquakes on the superstructure, thereby protecting the safety of the superstructure. Commonly used isolation bearings include: rubber isolation bearings, lead rubber isolation bearings, sliding flat isolation bearings, friction pendulum isolation bearings, etc. Due to the shortcomings of the current seismic isolation bearings such as easy aging, poor seismic isolation effec...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/36E04B1/98E04H9/02
CPCE04B1/36E04B1/98E04H9/021
Inventor 田振孙建运赵永曦梁艳芳罗叶翟明会李伟李锦丽李雨亭贺江涛
Owner CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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