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基于预应力度法的体外预应力加固桥梁配筋设计
引用本文:舒国明,王廷臣.基于预应力度法的体外预应力加固桥梁配筋设计[J].公路交通技术,2006(3):62-64.
作者姓名:舒国明  王廷臣
作者单位:河北交通职业技术学院,石家庄,050091;河北交通职业技术学院,石家庄,050091
摘    要:体外预应力桥梁结构相对于传统的体内布筋预应力桥梁结构具有截面尺寸小、自重轻、预应力筋替换及维护管理方便、预应力损失小、施工工期短等优点,因此,体外预应力技术应用广泛,既可用于新建结构,也可用于原有结构的重建、加固及维修。实践证明,预应力度法是进行体外索配筋计算比较方便的方法。

关 键 词:体外预应力  预应力度  桥梁结构  体外索  设计
文章编号:1009-6477(2006)03-0062-03
收稿时间:12 20 2005 12:00AM
修稿时间:2005年12月20

Externior Prestress Reinforced Bridge Reinforcing Design Based upon Prestress Degree Method
Shu Guoming,Wang Tingchen.Externior Prestress Reinforced Bridge Reinforcing Design Based upon Prestress Degree Method[J].Technology of Highway and Transport,2006(3):62-64.
Authors:Shu Guoming  Wang Tingchen
Abstract:Compared with conventional interior reinforcing prestress bridge structure,the exterior prestress bridge structure has the features of: Small sectional size,small dead weight,easy prestress reinforcement change and maintenance management,small prestress loss and short construction period,etc..Therefore,the exterior prestress technology is widely applied in newly constructed structures as well as re-building,reinforcement and maintenance of original structures.Structure of exterior prestress structure consists mainly exterior cable,steering block,anchor system and protective system,etc.,among which the reinforcing design for exterior cable is the key element.Practice shows the prestress degree method is a relative easy way to calculate exterior cable reinforcing.
Keywords:exterior prestress  prestress degree  bridge structure  exterior cable  design
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