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, 2017

Filed:

May. 06, 2014
Applicant:

University of Canterbury, Christchurch, NZ;

Inventors:

Alessandro Palermo, Christchurch, NZ;

Stefano Pampanin, Christchurch, NZ;

Assignee:

University of Canterbury, Christchurch, NZ;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04C 3/18 (2006.01); E04C 3/26 (2006.01); E04B 5/12 (2006.01); E04C 1/40 (2006.01); E04C 2/10 (2006.01); E04C 2/26 (2006.01); E04C 2/38 (2006.01); E04C 2/42 (2006.01); E04C 3/29 (2006.01); E04B 5/23 (2006.01); E04B 1/06 (2006.01); E04B 1/14 (2006.01); E04B 1/22 (2006.01); E04B 1/30 (2006.01); E04C 2/28 (2006.01); E04C 5/12 (2006.01); E04C 5/08 (2006.01); E04B 5/04 (2006.01);
U.S. Cl.
CPC ...
E04C 3/26 (2013.01); E04B 1/06 (2013.01); E04B 1/14 (2013.01); E04B 1/22 (2013.01); E04B 1/30 (2013.01); E04B 5/12 (2013.01); E04B 5/23 (2013.01); E04C 1/40 (2013.01); E04C 2/10 (2013.01); E04C 2/26 (2013.01); E04C 2/28 (2013.01); E04C 2/38 (2013.01); E04C 2/42 (2013.01); E04C 3/29 (2013.01); E04C 5/12 (2013.01); E04B 5/04 (2013.01); E04B 2005/232 (2013.01); E04C 3/18 (2013.01); E04C 5/08 (2013.01);
Abstract

A method of manufacturing a pre-stressed beam or panel and the resulting beam or panel are described. The method includes providing a timber-based component (); providing a pre-stressing member () arranged along the timber-based component; applying a tensile force to the pre-stressing member (); providing concrete anchors () at locations that are spaced apart along the timber-based component (); coupling the pre-stressing member () to the concrete anchors (); and releasing the tensile force on the pre-stressing member () to transfer a compressive force to the timber-based component () through the concrete anchors () to form a pre-stressed beam or panel.


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