Interlayer shear type underground structure shock-isolation shock-absorption system and construction method thereof

An underground structure and interlayer shearing technology, which is applied in the direction of infrastructure engineering, protective devices, buildings, etc., can solve the problems of large earthquake energy, failure to ensure the safety of underground structures, consumption, etc., to reduce earthquake response and avoid interlayer The effect of misalignment

Active Publication Date: 2015-08-12
NANJING GEOTECHNICAL & UNDERGROUND SPACE TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, when the underground structure encounters a large earthquake or a very rare earthquake, it is difficult to absorb and consume huge seismic energy by relying entirely on the structure
Therefor

Method used

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  • Interlayer shear type underground structure shock-isolation shock-absorption system and construction method thereof
  • Interlayer shear type underground structure shock-isolation shock-absorption system and construction method thereof
  • Interlayer shear type underground structure shock-isolation shock-absorption system and construction method thereof

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Embodiment Construction

[0034] Embodiments of the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0035] An interstory shear type underground structure isolation and shock absorption system, such as figure 1 As shown, including the underground structure 1, each layer of the underground structure 1 is connected by rolling bearings 11, so that shear sliding can occur between the layers of the structure; and the side of the underground structure 1 is provided to prevent interlayer shear deformation Excessive limit device 12; the bottom and side of the underground structure 1 are equipped with several shock-isolating pads 3, and each shock-isolating pad 3 is correspondingly provided with a support pile 2 for providing rigid support force for it, and the shock-isolation One end of the pad 3 is fixedly connected to the underground structure 1, and the other end is fixedly connected to the support pile 2; the space between the underground structur...

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Abstract

The invention discloses an interlayer shear type underground structure shock-isolation shock-absorption system. The system comprises an underground structure, all layers of structure bodies of the underground structure are connected through rolling supports, and shear glide can be generated among all the layers of structure bodies; a limiting device is arranged on the side of the underground structure and used for preventing interlayer shear deformation from being too large, a plurality of shock-isolation pads are arranged at the bottom and the side of the underground structure in a matched mode, each shock-isolation pad is correspondingly provided with one supporting column used for providing rigid bearing force for the shock-isolation pad, one end of each shock-isolation pad is fixedly connected with the underground structure, the other end of each shock-isolation pad is fixedly connected with the corresponding supporting column, and the portion between the underground structure and a soil body is filled with foam resin. The system has the advantages that the shock-absorbing effect is good, resonance is avoided, seismic energy transmitting into the structure is limited, the seismic response of the structure is reduced, and safety of the structure is guaranteed.

Description

technical field [0001] The invention relates to the technical field of civil engineering construction, in particular to a shock absorption and isolation system in civil engineering, in particular to an interlayer shear type underground structure isolation and isolation system and a construction method thereof. Background technique [0002] In the past, it was generally believed that underground structures have better seismic performance, but many earthquake disasters around the world have shown that under strong earthquakes, especially after sand liquefaction occurs in the foundation, the existing underground structures are not safe , and sometimes even serious damage. Under the earthquake, the underground structure can absorb and dissipate the seismic energy by the deformation of the structure. When a structure encounters a medium or small earthquake, it is feasible to rely on the structure itself to absorb and dissipate the seismic energy. However, when the underground s...

Claims

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Application Information

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IPC IPC(8): E02D31/08
Inventor 左熹倪红顾荣蓉任艳
Owner NANJING GEOTECHNICAL & UNDERGROUND SPACE TECH CO LTD
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