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:
Sep. 19, 2017

Filed:

Oct. 18, 2016
Applicant:

King Saud University, Riyadh, SA;

Inventors:

Husain Abbas, Riyadh, SA;

Yousef A. Al-Salloum, Riyadh, SA;

Tarek H. Almusallam, Riyadh, SA;

Assignee:

KING SAUD UNIVERSITY, Riyadh, SA;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04C 3/26 (2006.01); E04B 1/22 (2006.01); E04C 3/34 (2006.01); E04C 5/08 (2006.01); E04C 5/12 (2006.01); E04C 5/10 (2006.01);
U.S. Cl.
CPC ...
E04C 3/26 (2013.01); E04C 3/34 (2013.01); E04C 5/08 (2013.01); E04C 5/10 (2013.01); E04C 5/12 (2013.01); E04B 1/22 (2013.01);
Abstract

The precast reinforced concrete construction elements with pre-stressing connectors provide beam-column connections which are post-tensioned through a combination of active and passive pre-stressing tendons. The active pre-stressing tendons improve the efficiency and effectiveness of the beam-column connections under service loads, as well as during application of external forces and stresses, such as during earthquakes. The passive pre-stressing tendons are lightly pre-stressed and only become effective during progressive collapse of the building. Specifically, the passive pre-stressing tendons become stressed only during downward movement of a joint due to the loss/damage of a column, thus providing resistance against further downward movement of the joint and thereby resisting the progressive collapse.


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