Steel column base connecting structure

A technology for connecting structures and steel columns, applied in building components, building structures, earthquake-proof and other directions, can solve the problems of earthquake resistance, poor shock absorption, difficult to repair column feet, small deformation, etc., to improve energy consumption and reduce damage. Effect

Pending Publication Date: 2019-07-16
BEIJING UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The embodiment of the present invention provides a steel column foot connection structure, which is used to solve or partially solve the problems of small allowable

Method used

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Example Embodiment

[0013] In order to make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be described clearly and completely in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of the embodiments of the present invention, not all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.

[0014] Such as Figure 1-3 As shown, the embodiment of the present invention provides a steel column foot connection structure, which includes a steel column 2, and also includes a pre-embedded I-beam 1, a prestressed tendon 4, and a buckling restraint plate 3. The bottom surface of the embedded I-beam 1 is embedded in the concrete beam

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Abstract

The invention relates to the technical field of anti-seismic structure industrialization, and provides a steel column base connecting structure which comprises a steel column, an embedded I-shaped steel beam, prestressed tendons and a buckling constraint plate. The bottom surface of the embedded I-shaped steel beam is embedded in a concrete beam, and the steel column is vertically connected with the embedded I-shaped steel beam; stiffening ribs are arranged at the lower part of the steel column, one ends of the prestressed tendons are connected with the stiffening ribs, and the other ends areconnected with the top surface of the embedded I-shaped steel beam; and the buckling constraint plate comprises a transverse plate and a vertical plate, the transverse plate is connected with the topface of the embedded I-shaped steel beam, and the vertical plate is connected with the steel column. According to the steel column base connecting structure, when the steel column swings under the earthquake action, the steel column can rapidly return to the original position through prestress by the prestressed tendons, and the self-resetting performance is provided for the steel column; and thebuckling constraint plate absorbs certain seismic energy through plastic deformation, the influence on a main body component is reduced, and therefore the energy dissipation capacity of column base connection can be remarkably improved, and the rapid self-resetting function after an earthquake is achieved.

Description

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Claims

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Application Information

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Owner BEIJING UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE
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