Research on Key Prestress Construction Techniques of Continuous Box Girder

Author:

Mo You1,Huang Xian Bing1,Zeng Yu Sheng1,Chen Feng Hui1,He Hong Wei1,Xiao Lian1,Shu Xian Jun1

Affiliation:

1. Sichuan Agricultural University

Abstract

The cast-in-place prestressed concrete continuous box girder is commonly used in the place where the structures are needed to be subjected to long span, heavy loads and complex curves, et al. Combined the prestress theory with engineering practice, this paper focuses on the theoretical elongation and tension of the prestress steel strand and accident prevention and treatment and other key technologies with “dual control” theory to guide on-site construction and with comprehensive ways to verify the theoretical elongation. The prestress concrete construction of Shoujiang Bridge continuous box girder shows that the prestress construction techniques were strictly controlled to ensure the continuous box girder completed and to meet the requirements of the design and specification.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference8 articles.

1. Yingxiu - Dujiangyan section reconstruction project in two phases construction drawing design after the disaster (section III).

2. Technical specification for construction of highway bridges and culverts (JTG/T F50—2011), P. 53-272.

3. Steel strand for prestressed concrete (GB/T 5224—2003), P. 4-7.

4. Code for design of highway reinforced concrete and prestressed concrete bridges and culverts (JTG F62—2004), P. 49-50.

5. X.B. Huang, Y. Mo and W.H. En: the study of construction technology of pretensioning prestressed concrete hollow box girder. Architecture technology Vol. 8 (2009), P. 693.

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