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Anti-pulling, limiting and earthquake-insulating device integrated by guide rails and vertical ropes

A guide rail and tension-resistant technology, which is applied in the direction of earthquake resistance and building components, and can solve the problems of large deformation of the support and insufficient tensile capacity

Inactive Publication Date: 2015-05-27
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The object of the present invention is to provide a combination of a guide rail and a vertical cable that solves the problem of insufficient tensile capacity of the rubber shock-absorbing bearing in a high-rise building and limits the large deformation of the bearing, and is simple in structure and easy to install. Limit vibration isolation device

Method used

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  • Anti-pulling, limiting and earthquake-insulating device integrated by guide rails and vertical ropes
  • Anti-pulling, limiting and earthquake-insulating device integrated by guide rails and vertical ropes
  • Anti-pulling, limiting and earthquake-insulating device integrated by guide rails and vertical ropes

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Embodiment Construction

[0025] The present invention will be further described in conjunction with accompanying drawings.

[0026] As shown in the accompanying drawings, a tensile and position-limiting shock-isolation device combined with a guide rail and a vertical cable of the present invention includes: an upper connecting plate, a lower connecting plate, a support body, an upper guide rail, a lower guide rail, a slider, a limiter Bit baffle, cable. If the main body of the support adopts a rubber shock-isolation support, the diameter D is 300mm, the height is 140mm, and the cross-sectional area is 70683.75mm 2 , The thickness of the upper and lower sealing plates is 20mm. The cross section of the upper and lower connecting plates is a square with a side length of 1200 mm and a thickness of 30 mm. Both the guide rail and the connecting plate are made of steel, the length of the guide rail is 400mm, and the length of the slider is 100mm, and the upper and lower guide rails are welded to the upper ...

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PUM

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Abstract

The invention discloses an anti-pulling, limiting and earthquake-insulating device integrated by guide rails and vertical ropes, wherein the device comprises an upper connection plate, a lower connection plate, a bearing main body, an upper guide rail, a lower guide rail, sliding blocks, limiting baffles and vertical ropes, wherein the vertical ropes are connected with the bearing main body in parallel; the upper guide rail and the lower guide rail are respectively connected with the upper connection plate and the lower connection plate; the upper guide rail and the lower guide rail are cross-shaped; sliding cavities are formed in the guide rails; the sliding blocks can slide in the cavities along the guide rails; the limiting baffles are arranged at two ends of the cavities; the vertical ropes are fixed between an upper sliding block and a lower sliding block. According to the anti-pulling, limiting and earthquake-insulating device, the sliding blocks slide along the guide rails; the ropes retain the vertical state all the time, so that the ropes can supply effective tension when a bearing of the device has the designed shear displacement; meanwhile, when the bearing has great deformation, the sliding blocks move to the limiting baffles; the ropes obliquely pull and can limit the continuous great deformation of the bearing, so that the anti-pulling and anti-overturning performances of building structures under the action of multi-dimensional earthquake and wind load can be improved.

Description

technical field [0001] The invention belongs to the technical field of seismic isolation of construction engineering, and mainly relates to a tensile and position-limiting seismic isolation device combined with a guide rail and a vertical cable. Background technique [0002] Rubber bearing isolation technology is a relatively mature isolation technology at present. However, due to the adhesive connection between the rubber and the steel plate inside the support, when the high-rise building is subjected to a vertical earthquake, or when the support has a large horizontal shear displacement, or when the height-width ratio of the building is large, the support is easy to be pulled. , and the rubber bearing is prone to tearing and damage between the rubber layer and the steel plate when it is pulled, which will affect the horizontal isolation performance of the bearing, or directly cause the building to overturn and fail. [0003] According to the requirements of the national s...

Claims

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Application Information

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IPC IPC(8): E04B1/98
Inventor 田杰刘亚东苏经宇程雨池梁帅
Owner BEIJING UNIV OF TECH
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