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:
Oct. 22, 2024

Filed:

Jun. 12, 2024
Applicants:

South China University of Technology, Guangzhou, CN;

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

Inventors:

Junxian Zhao, Guangzhou, CN;

Hao Qin, Guangzhou, CN;

Zhaoxun Yuan, Guangzhou, CN;

Wei Han, Guangzhou, CN;

Attorney:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
E04H 9/02 (2006.01); E04B 2/00 (2006.01); E04C 2/30 (2006.01); E04C 2/00 (2006.01);
U.S. Cl.
CPC ...
E04H 9/021 (2013.01); E04C 2/30 (2013.01); E04C 2/44 (2013.01); E04C 2002/001 (2013.01);
Abstract

The present invention relates to a variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure and a construction method therefor. The variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure includes a peripheral frame, prefabricated seismic-damping partition wall panels, rubber pads, a friction seismic-damping layer, horizontal force transfer members and a steel angle restraining members. The sliding friction of the partition wall can be significantly improved with increase of an inter-story drift, so that the partition wall has a larger hysteretic area and a higher energy dissipation capacity and can provide the structure with a relatively high additional damping ratio, so as to alleviate a seismic action. In addition, integral damage control of the partition wall can be better achieved, and the energy dissipation capacity of the partition wall under bidirectional seismic actions can be guaranteed.


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