摘要
近年来,高速铁路的发展带动了铁路桥梁施工技术的发展。高速铁路由其特殊的高标准、强荷载决定了设计施工的特殊性。桥梁结构趋于大断面、大跨度、连续梁,而且都是大体积、大方量的混凝土一次性浇注完成,尤其是时速为300~350km的高速铁路站台、道岔梁梁体的预制和架设,无论是设计还是施工都不太现实,因此,现浇梁施工工艺被广泛地采用。
In recent years, the development of high-speed railway construction technology led to the development of the railway bridge. By special high-speed railway standards, strong load determine the specificity of design and construction. Bridge structure tends to large sections, large-span continuous beam, and are bulky, and generous amounts of disposable pouring concrete to complete, especially speed of 300 - 350 km of high-speed railway stations, turnouts and erection of prefabricated girder, the whether it is design or construction are not realistic, therefore, cast beam construction technology is widely adopted.
出处
《科技与创新》
2014年第5期70-71,共2页
Science and Technology & Innovation
关键词
高速铁路
桥梁施工
现浇梁
施工工艺
high-speed rail
bridge construction
situ beam
construction technology