Three-dimensional shock-insulation device capable of presetting vertical early stiffness

Abstract

The invention discloses a three-dimensional shock-insulation device capable of presetting vertical early stiffness. The three-dimensional shock-insulation device capable of presetting the vertical early stiffness includes a laminated rubber shock-insulation support and a vertical shock-insulation support, wherein the laminated rubber shock-insulation support and the vertical shock-insulation support are sequentially connected in series from top to bottom. The three-dimensional shock-insulation device capable of presetting the vertical early stiffness is characterized in that a back-pressing device is further arranged between two end plates of the vertical shock-insulation support and includes two sets of prepressing steel cables and two floating platens, wherein the number of each set of the prepressing steel cables is at least three, the two floating platens are respectively arranged on a guide rod between one end plate and a belleville spring set in a sleeving mode; the two sets of the prepressing steel cables are symmetrically distributed on the periphery of the belleville spring set around the axis of the guide rod in a linear state, one ends of each set of the prepressing steel cables are fixed to one corresponding floating platen, the other ends of each set of the prepressing steel cables penetrate through the other corresponding floating platen and are fixed to the end plate adjacent to the floating platen; and the two sets of the prepressing steel cables are tensioned so as to clamp the belleville spring set between the two floating platens all the time.

Description

Technical field [0001] The invention relates to a building anti-vibration (or vibration) device, in particular to a three-dimensional vibration isolation device in which a sandwich steel plate rubber pad and a vertical vibration isolation support are connected in series. Background technique [0002] The seismic isolation device is a seismic isolation device located between the building and the foundation. Early seismic isolation devices were mainly two-dimensional seismic isolation bearings (laminated rubber seismic isolation bearings) formed by alternately overlapping rubber and thin steel plates, 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 received attention from researchers in this field. The most common three-dimensional seismic isolation device is composed of laminated rubber seismic isola...

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.

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