The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Nov. 07, 2023

Filed:

Aug. 20, 2020
Applicants:

South China University of Technology, Guangzhou, CN;

Beijing Brace Damping Engineering Technology Co., Ltd, Beijing, CN;

Inventors:

Junxian Zhao, Guangzhou, CN;

Guiqiang Hao, Beijing, CN;

Yun Zhou, Beijing, CN;

Xilong Chen, Guangzhou, CN;

Wei Han, Beijing, CN;

Xiaona Shi, Beijing, CN;

Xuejing Chi, Beijing, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04B 1/24 (2006.01); E04B 1/98 (2006.01); E04H 9/02 (2006.01);
U.S. Cl.
CPC ...
E04B 1/2403 (2013.01); E04B 1/98 (2013.01); E04H 9/02 (2013.01); E04B 2001/2406 (2013.01); E04B 2001/2439 (2013.01);
Abstract

A resilient prestress-free steel structure includes the elastic centering beam and two pin-ended box column bases. The elastic centering beam includes two cantilever segment I-shaped steel beams, a middle segment I-shaped steel beam and buckling restrained high strength steel bars. The cantilever segment I-shaped steel beams are fixed to the two pin-ended box column bases, the middle segment I-shaped steel beam is connected between the two cantilever segment I-shaped steel beams, the buckling restrained high strength steel bars are symmetrically arranged. One end of each of the buckling restrained high strength steel bars is firmly connected with the web of each of the cantilever segment I-shaped steel beams, and the other end of each of the buckling restrained high strength steel bars is firmly connected with the web of the middle segment I-shaped steel beam. The resilient prestress-free steel structure is arranged in left and right symmetrical manner.


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