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Bottom empty space concentrated energy consumption type earthquake-resistant building

A kind of overhead floor and building technology, which is applied in the direction of buildings, protected buildings/shelters, building components, etc., can solve the problems of difficult maintenance and replacement, difficult construction, high cost, etc., and achieve easy construction, convenient replacement and maintenance, and low cost Effect

Active Publication Date: 2015-09-30
BEIJING THUPDI PLANNING DESIGN INST +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, for rubber bearing isolation, after a moderate or large earthquake, no matter which part of the bearing is damaged, it needs to be completely replaced, which is expensive and difficult to construct.
For seismic isolation of the bottom flexible structure, since the vertical members bear the vertical load of the whole building, it is extremely difficult to repair and replace after the earthquake

Method used

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  • Bottom empty space concentrated energy consumption type earthquake-resistant building
  • Bottom empty space concentrated energy consumption type earthquake-resistant building
  • Bottom empty space concentrated energy consumption type earthquake-resistant building

Examples

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Embodiment Construction

[0021] Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals designate the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the figures are exemplary and are intended to explain the present invention and should not be construed as limiting the present invention.

[0022] The following describes the centralized energy-dissipating anti-seismic building with elevated bottom floors according to the embodiments of the present invention with reference to the accompanying drawings. Wherein, the up-down direction (vertical) and the horizontal direction are respectively subject to the up-down direction and the horizontal direction when the building is in normal use.

[0023] like Figure 1-Figure 3 As shown, the concentrated energy-dissipating earthquake-resistant building with a bottom elevated f...

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PUM

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Abstract

The invention discloses a bottom empty space concentrated energy consumption type earthquake-resistant building. The bottom empty space concentrated energy consumption type earthquake-resistant building comprises a building body, vertical carrying components and horizontal energy consumption components. An empty space is arranged at the bottommost layer of the building body. The vertical carrying components are arranged in the empty space and are supported between upper layer vertical components and lower structures of the empty space, upper transition parts are arranged between the vertical carrying components and the upper layer vertical components, and lower transition parts are arranged between the vertical carrying components and the lower structures. The horizontal energy consumption components and the vertical carrying components are relatively independent, the horizontal energy consumption components are arranged in the empty space, and the horizontal energy consumption components are connected with the upper transition parts and the lower transition parts or are connected with the upper transition parts and a reinforced concrete reaction wall arranged in the empty space. According to the bottom empty space concentrated energy consumption type earthquake-resistant building, the safety of the upper structures of the building can be guaranteed during an earthquake, replacement and maintenance are convenient after the earthquake, construction is easy, and cost is low.

Description

technical field [0001] The invention relates to the field of construction, in particular to a concentrated energy-dissipating earthquake-resistant building with an overhead floor at the bottom. Background technique [0002] Under the action of medium and large earthquakes, usually the upper structural components of the building will be damaged, and in severe cases, it will collapse, making it impossible to continue to use. For this reason, in order to reduce the earthquake damage of the upper structure of the building, measures of shock absorption and isolation are taken at the bottom of the building structure. [0003] In related technologies, rubber bearings and underlying flexible structures are usually used for vibration isolation. Among them, for rubber bearing isolation, after a moderate or large earthquake, no matter which part of the bearing is damaged, it needs to be completely replaced, which is expensive and difficult to construct. For the seismic isolation of t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/18E04B1/98
Inventor 王昌兴王东方
Owner BEIJING THUPDI PLANNING DESIGN INST