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The Research of Steel Bracket Jacking Experiment in Long Span Continuous Beam Bridge

机译:大跨度连续梁桥钢支架顶进试验研究

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摘要

Bridge jacking technique in the old bridge reconstruction project have broad application prospect,this paper is aim to share the bridge jacking technique and design the steel bracket as the load carrying platform.The finite element calculation is conducted by ANSYS sofhvare considering the concrete material nonlinearity with reasonable stress-strain relationship of concrete and element type.Compared with the experimental data,the model reliabilities and the results of two test programs are evaluated.We can conclude that the second structure form of this paper is safer,which can provide the meaningful guidance for similar projects.
机译:顶桥技术在老桥改造工程中具有广阔的应用前景,本文旨在分享顶桥技术,并设计钢支架作为承载平台。ANSYS软件通过考虑混凝土材料的非线性来进行有限元计算。混凝土与单元类型的合理应力-应变关系。与实验数据进行比较,评估了模型的可靠性和两个测试程序的结果。可以得出结论,本文的第二种结构形式更安全,可以提供有意义的指导用于类似的项目。

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