Porous lead rubber bearing with high damping capacity and large bearing capacity

A technology of lead-core rubber bearings and bearing capacity, which is applied to bridge parts, building components, bridges, etc., can solve the problems of low tensile bearing capacity, poor stability of single bearings, insufficient use of lead damping, etc., and achieve damping distribution Uniformity, strong shock absorption effect, and enhanced structural stability

Inactive Publication Date: 2016-06-08
INST OF ENG MECHANICS CHINA EARTHQUAKE ADMINISTRATION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The invention solves the problems of low tensile bearing capacity, poor stability of single support, and insufficient utilization of lead damping caused by uneven vulcanization of rubber inside the traditional large-diameter (a

Method used

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  • Porous lead rubber bearing with high damping capacity and large bearing capacity
  • Porous lead rubber bearing with high damping capacity and large bearing capacity

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] A porous lead rubber bearing with high damping and large bearing capacity, refer to figure 1 and figure 2 , the support is cylindrical, and it includes a plurality of steel plate layers 1 and rubber layers 2 with the same diameter and arranged alternately from top to bottom, and the uppermost layer and the lowermost layer of the support are both steel plate layers 1 . It also includes cylindrical lead cores 3 that run through all the steel plate layers 1 and rubber layers 2. The number of the lead cores is multiple and uniformly arranged along the circumferential direction of the support. The centers of all the lead cores 3 are located at the virtual concentric position of the same support On the circle 4, the diameter h of the virtual concentric circle 4 is 56%-66% of the diameter H of the support. A rubber protection layer 5 is wrapped on the outer surfaces of the steel plate layer 1 and the rubber layer 2 .

[0021] In this embodiment, the lead cores 3 are evenly ...

Embodiment 2

[0023] The difference between this embodiment and the first embodiment is that the number of lead cores 3 is 8-10. The simulation results show that when the diameter of the concentric circle where the lead core is located remains unchanged (that is, the circumferential position of the lead core remains unchanged), the number of lead cores is increased and the cross-sectional area of ​​a single lead core is reduced (the total cross-sectional area of ​​the lead core needs to be kept constant, Because the ratio between the area of ​​the lead core and the area of ​​the support should comply with industry standards). Experiments have shown that with the increase of the number of lead cores, the energy dissipation capacity of the isolation bearing increases, but the growth rate of the energy dissipation capacity of the isolation bearing becomes slower and slower with the increase of the number of lead cores. Too many lead cores will cause processing costs and other problems. Therefo...

Embodiment 3

[0025] The difference between this embodiment and the second embodiment is that the distance between the outer edge of each lead core 3 and the outer edge of the support is not less than 10% of the radius of the cross section of the support, and is not less than the radius of a single lead core.

[0026] From the simulation results, the distance between the outer edge of the lead core and the outer edge of the rubber isolation layer should not be less than 10% of the radius of the rubber layer, and should not be less than the radius of a single lead core, so as not to cause uneven stress distribution at the end and reduce the Working stability of a single isolator.

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Abstract

The invention discloses a porous lead rubber bearing with high damping capacity and large bearing capacity and relates to a passive seismic reducing device. The porous lead rubber bearing comprises multiple steel plate layers, multiple rubber layers and cylindrical leads, wherein diameters of the steel plate layers and the rubber layers are the same, the steel plate layers and the rubber layers are alternately arranged from top to bottom, the multiple cylindrical leads penetrate through the steel plate layers and the rubber layers and are uniformly distributed in the circumferential direction of the bearing, circle centers of all the leads are located on a concentric circle of the bearing, and the diameter of the concentric circle is 56%-66% of that of the bearing. The porous lead rubber bearing has properties superior to the requirement for high seismic energy absorption, self-centering and normal functions under thermal deformation of a traditional bearing and meets an average ground displacement (about 500 mm) limit value under the action of M9 earthquake (with the peak acceleration of 0.62 g) in the code for seismic design of China, and the bearing capacity meets the requirement that vertical bearing capacity is not lower than 10,000 KN under the condition that surface pressure of the bearing for major precautionary category engineering is not higher than 12 MPa. The porous lead rubber bearing with high damping capacity and large bearing capacity can be widely applied to fields of seismic reduction and seismic isolation and the like of a large LNG (liquefied natural gas) storage tank, a large-span and single-pier bridge, a super high-rise building and a nuclear island of a nuclear power plant.

Description

technical field [0001] The invention relates to a shock-absorbing device, in particular to a porous lead-core laminated rubber shock-isolation bearing, which belongs to the technical field of shock-absorbing devices. Background technique [0002] Earthquake disasters are sudden and devastating, which seriously threaten the safety of human life and property. Historically, my country's earthquake disaster ranks first in the world, which is characterized by high frequency, large magnitude and wide distribution. In the 20th century, more than 600 earthquakes of magnitude 6 or above occurred in my country. More than one-third of my country's territory and more than half of large and medium-sized cities are located in areas with seismic fortification intensity of seven degrees or above. At present, my country's earthquakes are still very active. Since 1998, there have been more than 10 earthquakes of magnitude 7 or above and more than 50 earthquakes of magnitude 6 or above. [...

Claims

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Application Information

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IPC IPC(8): E04B1/36E04B1/98E01D19/04
CPCE04B1/36E01D19/041E04B1/98
Inventor 戴君武杨永强柏文
Owner INST OF ENG MECHANICS CHINA EARTHQUAKE ADMINISTRATION
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