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马鞍山长江公铁大桥栈桥结构设计及结构特性研究

Study on the Design and Structural Characteristics of the Trestle Structure for the Ma'anshan Yangtze River Highway-Railway Bridge

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本文以马鞍山长江公铁大桥施工栈桥为案例,对施工栈桥设计要点及结构特性进行研究分析,得到以下研究成果:栈桥结构创新设计了可拆卸式桩头,方便了钢管桩的安装以及重复利用;桥台采用钢管桩+挡板结构形式,既充分利用杆管桩横向抗弯能力,还有效节省挡土墙结构材料;通过建立有限元计算模型,分析栈桥在各种横向、竖向荷载作用下的受力及变形情况,计算结果满足要求.研究结果对类似河床高程变化大、强冲刷条件下的栈桥设计具有一定的推广和借鉴意义.
Taking the construction trestle of Ma'anshan Yangtze River Highway and Railway Bridge as a case study,this paper analyzed the design points and structural characteristics of the construction trestle.The trestle structure innovatively designs a detachable pile head,which facilitates the installation of steel pipe piles and the reuse of steel pipe piles.The abutment adopts a steel pipe pile+baffle structure,which not only fully utilizes the lateral bending resistance of the steel pipe piles,but also effectively saves the structural materials of the retaining wall.A finite element calculation model was established to analyze the stress and deformation of the trestle under various lateral and vertical loads,and the calculation results met the requirements.The research findings have certain promotional and referential significance for the design of trestles under similar conditions of large variations in riverbed elevation and strong scour.

construction trestledetachable pile headfinite element calculation modeltrestle design

温希华

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中国铁路上海局集团有限公司,上海 200000

施工栈桥 可拆卸式桩头 有限元计算模型 栈桥设计

2024

高速铁路技术
中国中铁二院工程集团有限责任公司

高速铁路技术

影响因子:0.398
ISSN:1674-8247
年,卷(期):2024.15(6)