Analysis of Prestressing Loss on Construction of External Prestressed Wooden Buildings

Author:

Zhang Ji Mei1,Pan Jing Long2,Dong Hong Bo3

Affiliation:

1. Hulunbuir College

2. Harbin Institute of Technology

3. Heilongjiang Reclamation Land School of Technology

Abstract

Wooden buildings which has a long history, is one of the earliest forms of building structures by mankind.The structure form and construction method of are different from the common prestressed structure,therefore,the prestressing loss caused by the external prestressed structures is different from that of the common prestressed structure.It is an effective method to reduce the large deflection of large-span wooden structure by external prestress method.Through the real model test of the external prestress tension at scale of 1:2,and after long-term observing on parabolic wooden beam of external prestress with initial pretension force,we can quantitatively analyse the effections of prestressing loss of prestressed rebar due to the creep of wood.At the same time,this paper gives the deflection calculation formula during the term of test.The conclusion obtained is useful to designers.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference4 articles.

1. Sici Yin: Wood Science , (Construction Industry Press, China 1996), pp.125-126; 137-138; 163-165(In Chinese).

2. Xueyu Xong: External Prestressed Structure Design, (Construction Industry Press, China 2005), pp.22-31(In Chinese).

3. Gang Ka: Timberwork notes(rudin)Harbin, (Harbin Institute of Technology Press1957), pp.15-16 ; 27-30(In Chinese).

4. Gongchen Du: Modern Prestressed Concrete Structure (Construction Industry Press, China 1988), pp.322-334(In Chinese).

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