DocumentCode
537661
Title
Discussion on Section Construction Techniques for Continuous Bridge of Large-Span Concrete
Author
Yang Jun
Author_Institution
Sch. of Civil Eng. & Archit., China Three Gorges Univ., Yichang, China
Volume
1
fYear
2010
fDate
11-12 Nov. 2010
Firstpage
436
Lastpage
438
Abstract
During constructing bridges, it is very important to select a correct method. According to the natural environment, construction conditions and social environment, selecting a reasonable job practice will bring about yield good economic returns for constructing bridges. Combining with the characteristic of big span continuous concrete bridge, this paper proposes four sorts of methods on section construction technique of big span continuous concrete bridge. They are cantilever construction method, span by span construction method, bit by bit construction method and propulsion construction method. Each method has its characteristic. On the basis of detailed discussing these four methods, the paper compares their advantages and disadvantages and their scope of application, draws some useful conclusions. Such as, the cantilever construction method can´t use bear frame. So, it can often be used where road crosses channel or other highway. Span by span construction method can locate prestressed reinforcement at the suitable site and can save high-strength material, etc. This paper supplies some useful reference for bridge construction and design.
Keywords
bridges (structures); construction; design engineering; maintenance engineering; bit by bit construction method; bridge construction; bridge design; continuous bridge; highway; large-span concrete; prestressed reinforcement; propulsion construction method; section construction techniques; bit by bit construction method; cantilever construction method; continuous concrete bridge; propulsion construction method; span by span construction method;
fLanguage
English
Publisher
ieee
Conference_Titel
Optoelectronics and Image Processing (ICOIP), 2010 International Conference on
Conference_Location
Haiko
Print_ISBN
978-1-4244-8683-0
Type
conf
DOI
10.1109/ICOIP.2010.261
Filename
5662996
Link To Document