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公路预应力空心板梁桥单梁试验及评定
引用本文:王亚军,于坤,蔡仕强.公路预应力空心板梁桥单梁试验及评定[J].桥梁建设,2011(5).
作者姓名:王亚军  于坤  蔡仕强
作者单位:1. 长安大学公路学院,陕西西安710064;兰州大学土木工程与力学学院,甘肃兰州730000
2. 长安大学公路学院,陕西西安710064;山东省交通规划设计院,山东济南250031
3. 长安大学公路学院,陕西西安,710064
摘    要:为了对公路预应力混凝土空心板梁旧桥的承载力进行评定,采用单梁试验及承载力评价方法。选取病害较重、横向分布系数较大位置的空心板梁,按铰接板法计算空心板跨中的横向分布系数,按照形心高度、面积和惯性矩不变的原则,将空心板等效为工字形截面,计算出单梁承载力和相应的理论应力值及挠度值。对单梁进行试验加载并测试其应力和挠度,通过理论值与实测值的对比,评估单梁的结构性能。通过对一座13m跨径预应力空心板梁桥单梁试验及受力性能进行评价,证明了单梁试验是一种实用有效的方法。

关 键 词:板梁桥  简支梁桥  预应力混凝土桥  试验  评定  

Testing and Evaluation of Single Beam of Highway Prestressed Concrete Hollow Slab Beam Bridge
WANG Ya-jun,YU Kun,CAI Shi-qiang.Testing and Evaluation of Single Beam of Highway Prestressed Concrete Hollow Slab Beam Bridge[J].Bridge Construction,2011(5).
Authors:WANG Ya-jun  YU Kun  CAI Shi-qiang
Institution:WANG Ya-jun1,2,YU Kun1,3,CAI Shi-qiang1
Abstract:To evaluate the bearing capacity of old highway prestressed concrete(PC) hollow slab beam bridges,the method of testing and bearing capacity evaluation of single beam was employed.The hollow slab beams with severe deteriorations and at the locations where the transverse distribution coefficients were great were selected and the transverse distribution coefficients of midspans of the slab beams were calculated by the hinged slab method.The slab beams were firstly equalized as the I-shape cross sections on th...
Keywords:slab beam bridge  simply-supported beam bridge  prestressed concrete bridge  testing  evaluation  
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