Three-dimensional base isolation support capable of presetting vertical early rigidity

A shock-isolation support and vertical shock-isolation technology, applied in the direction of shock-proof, building components, building types, etc., can solve the problems of reducing the cost of shock-isolation, shortening the effective working length of the spring, not being able to stretch, energy-consuming and shock-absorbing, etc., to achieve The effect of buffering tensile and compressive shocks, reducing the cost of wind and shock resistance, and reducing the risk of overturning

Pending Publication Date: 2017-02-08
ANHUI XINZE TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the scheme described in this patent application can improve the tensile strength of the three-dimensional seismic isolation device to resist the huge tension generated by the swaying or even overturning of high-rise buildings in an earthquake, the following deficiencies still exist: 1. The spring isolation The support can only be compressed for energy consumption and shock absorption, but cannot be stretched for energy consumption and shock absorption; 2. The spring isolation support cannot preset the early stiffness, which is not convenient for presetting the seismic intensity to reduce the cost of isolation
However, this invention still has the following disadvantages: 1. The load connecting rod is balanced under the joint action of two groups of disc springs. Although the preload of the two groups of disc springs can be adjusted, no matter how they are adjusted, the The force of the disc spring on the load connecting rod is a set of equal and opposite forces. Just applying any external force on the load connecting rod will destroy this balance and deform the two sets of disc springs. Therefore, the 2. In this invention, two sets of disk springs must be used together to provide damping when the damper is under compression or tension load, which not only causes a certain waste, but also makes the damper greatly increased in length
It can be seen that although the stiffness of the spring in the patent application scheme can be changed, the effective working length of the spring is not only significantly shortened, but also can only be compressed for energy consumption and vibration reduction, and cannot be stretched for energy consumption and vibration reduction.

Method used

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  • Three-dimensional base isolation support capable of presetting vertical early rigidity
  • Three-dimensional base isolation support capable of presetting vertical early rigidity
  • Three-dimensional base isolation support capable of presetting vertical early rigidity

Examples

Experimental program
Comparison scheme
Effect test

example 1

[0042] see figure 1 , the three-dimensional seismic isolation bearing in this example is composed of laminated rubber isolation bearings and vertical isolation bearings connected in series up and down.

[0043] see figure 1 and Figure 4 , the laminated rubber shock-isolation bearing includes an upper connecting plate 14, a lower connecting plate 15, a laminated rubber pad 17 clamped between the upper and lower connecting plates and six tensile steel cables 16; wherein, the upper Both the connecting plate 14 and the lower connecting plate 15 are disc-shaped, and the edge of the upper connecting plate 14 is provided with mounting holes 13; the main body of the laminated rubber pad 17 is alternately composed of a layer of rubber 17-1 and a layer of steel plate 17-2 After lamination, it is molded and vulcanized, and a rubber protective layer 17-3 is naturally formed around it during the process of molded vulcanization. The upper and lower end surfaces of the main body of the...

example 2

[0056] This example has the following differences from Example 1:

[0057] see Figure 8-10 , the first group of preloaded steel cables 8 and the second group of preloaded steel cables 9 are composed of three preloaded steel cables.

[0058] see Figure 8-10 , the upper head of the first group of preloaded steel cables 8 and the lower head of the second group of preloaded steel cables 9 are respectively fixed on the driving platen 5 and the base by using cable self-locking anchors 19 instead of the eyebolts in Example 1 3; in this example, the middle part of the base 3 needs to be thickened and raised upwards to form an inverted washbasin shape, so as to facilitate the installation of the wire rope self-locking anchor 19.

[0059] see Figures 11 to 13 , and combined with Figure 7, the cable self-locking anchor 19 is composed of a mounting hole provided on the mounting plate 19-1, a jaw 19-2 and a locking bolt 19-4, wherein the mounting plate 19-1 is the drive Pressing p...

example 3

[0063] see Figures 14 to 16 , The difference between this example and Example 2 is that the first group of preloaded steel cables 8 and the second group of preloaded steel cables 9 are composed of five preloaded steel cables.

[0064] Other implementations of this example other than the above are the same as Example 2.

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Abstract

The invention discloses a three-dimensional base isolation support capable of presetting vertical early rigidity. The three-dimensional base isolation support comprises a laminate rubber base isolation support and a vertical base isolation support connected in series up and down and is characterized in that a back pressure device is also arranged in a guide sleeve of the vertical base isolation support, wherein the back pressure device comprises two groups of at least three prepressed steel ropes and two floating pressure plates; the two groups of prepressed steel ropes are distributed between a composite spring and the guide sleeve in a linear state respectively; one ends of one group of prepressed steel ropes are fixed on the floating pressure plate adjacent to a drive pressure plate respectively, and the other ends pass through the floating pressure plate adjacent to a base to be fixed on the base respectively; one ends of the other group of prepressed steel ropes are fixed on the floating pressure plate adjacent to the base respectively, and the other ends pass through the floating pressure plate adjacent to the drive pressure plate to be fixed on the drive pressure plate respectively; and the two groups of prepressed steel ropes are tensioned so that the composite spring is always clamped between the two floating pressure plates.

Description

technical field [0001] The invention relates to a building anti-vibration (or shock) device, in particular to a three-dimensional shock-isolation device in which a sandwich steel plate rubber pad is connected in series with a vertical shock-isolation support. Background technique [0002] The seismic isolation device is an anti-seismic isolation device installed between the building and the foundation. The early seismic isolation devices were mainly two-dimensional isolation bearings (laminated rubber isolation bearings) composed of rubber and thin steel plates alternately laminated, which could only isolate the horizontal component of seismic waves. With the improvement of people's understanding of the multi-dimensional characteristics of earthquakes, three-dimensional seismic isolation devices have gradually attracted the attention of researchers in this field. The most common three-dimensional isolation device is composed of laminated rubber isolation bearings connected ...

Claims

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Application Information

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IPC IPC(8): E04B1/36E04B1/98E04H9/02
CPCE04B1/36E04H9/021E04H9/022
Inventor 沈珊胡济福胡济全
Owner ANHUI XINZE TECH CO LTD
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