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不中断交通情况下的桥梁托换方案分析

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为提高既有河道的泄洪能力,对部分既有河道进行拓浚。由于早期规划设计限制,与拓浚河道相互交叉的原有桥梁结构不能满足河道拓浚后的受力需要。采取中断高速公路行车原位改建或者改移高速公路线路等方式,工程投资都会比较高。以南京市秦淮东河一期工程的绕越高速公路九乡河大桥14#~19#桥墩墩柱托换为背景,充分考虑河道疏浚扩挖过程中对既有高速公路桥梁的影响,同时从桥梁上部结构受力、托换桩基承载力及抗震对桥梁桩基托换方案合理性论证,最终确定适合的桥梁桩基托换方案。
Analysis of Bridge Replacement Scheme Without Interrupting Traffic
In order to improve the flood discharge capacity of existing rivers,dredging some existing rivers.Due to the limitation of early planning and design,the original bridge structure which intersects with the dredged river can not meet the need of force after the dredged river.The project investment will be relatively high by means of in-situ reconstruction of interrupted highway traffic or reloca-tion of highway lines.Taking the pier replacement of Jiuxianghe Bridge 14#~19#in the first phase of Qinhuai East River Project in Nanjing as the background,the influence of dredging and digging on existing expressway bridges is fully considered,and the rationality of the bridge pile replacement scheme is demonstrated from the stress of bridge superstructure,bearing capacity of pile foundation and seismic resistance.The bridge pile foundation replacement scheme suitable was finally determined.

highway bridgeriver dredgingpier column replacementbearing capacity

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苏交科集团股份有限公司,江苏 南京 210000

公路桥梁 河道拓浚 墩柱托换 承载力

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(12)