首页|斜弯T梁桥横隔板布置力学性能研究

斜弯T梁桥横隔板布置力学性能研究

扫码查看
目前,针对斜弯T梁桥横隔板布置的研究较少,为研究横隔板布置对桥梁力学性能的影响、优化斜弯桥横隔板布置,文章结合桥梁博士梁格模型,对不同横隔板道数、不同跨径及不同中隔板布置方式的正交、斜交桥梁开展受力分析.研究表明,25 m跨T梁布置2道隔板为宜,30 m、40 m跨T梁布置3道中横隔板为宜;对于正交、斜交桥梁,采用中隔板正布方式,受力性能均优于采用中隔板斜布.
Research on Mechanical Property of Intermediate Diaphragm Arrangement of Skew Curved T-beam Bridge
At present,there is little research on the arrangement of intermediate diaphragms for skew curved T-beam bridges.In order to study the influence of intermediate diaphragm arrangement on the mechanical properties of bridges and optimize the arrangement of intermediate diaphragms for skew curved bridges,this paper combines Dr.Bridge's grillage model to carry out stress analysis of orthogonal and skew bridges with different number of intermediate diaphragms,different spans and different intermediate diaphragm arrangements.The research shows that it is appropriate to arrange two diaphragms for 25 m span T-beam,and three middle intermediate diaphragms for 30 m and 40 m span T-beams.For orthogonal and skew bridges,the mechanical property of the normal arrangement of middle diaphragm is better than that of the oblique arrangement of middle diaphragm.

skew curved bridgeintermediate diaphragmbending momentdeflection

茅建波、金蝶、张林海、孙新康

展开 >

绍兴市上虞区交通集团有限公司,浙江 绍兴 312399

浙江公路水运工程咨询集团有限公司,浙江 杭州 310031

斜弯桥 横隔板 弯矩 挠度

浙江省交通运输工程建设科研项目

2023-GCKY-02

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(15)