Three-dimensional shock isolation device capable of presetting vertical early-stage rigidity

Abstract

The invention discloses a three-dimensional shock isolation device capable of presetting vertical early-stage rigidity. The three-dimensional shock isolation device comprises a laminated rubber shock insulation support and a vertical shock insulation support which are connected in series from top to bottom sequentially. The three-dimensional shock isolation device is characterized in that a back pressure device is further arranged between two end plates of the vertical shock insulation support and comprises two groups of prepressing steel cables and two floating pressure plates, wherein the two floating pressure plates are arranged on a guide rod between one end plate and a cylindrical spiral compression spring, in a sleeving manner separately; the two groups of prepressing steel cables are symmetrically distributed at the periphery of the cylindrical spiral compression spring in a straight line state and around the axis of the guide rod respectively, and one end of each prepressing steel cable in each group of prepressing steel cables is fixed on one floating pressure plate, and the other end of the prepressing steel cable penetrates through the other floating pressure plate and is fixed on the end plate adjacent to the floating pressure plate; the two groups of prepressing steel cables are tensioned, so as to keep the cylindrical spiral compression spring always held 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 ...

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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