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作 者:李哲 刘飞 靳天睿 李月阳 陈滔 LI Zhe;LIU Fei;JIN Tianrui;LI Yueyang;CHEN Tao(School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,Beijing 100044;Beijing Rail Transit Design&Research Institute Co.,Ltd.,Beijing 102300)
机构地区:[1]北京建筑大学土木与交通工程学院,北京102612 [2]北京市轨道交通设计研究院有限公司,北京102300
出 处:《北京建筑大学学报》2024年第4期112-122,共11页Journal of Beijing University of Civil Engineering and Architecture
基 金:北京市教委科技项目(KM201810016005)。
摘 要:通过对洞桩法地铁车站建造过程进行梳理,对传统增量法计算模型进行了理论分析。传统增量法计算模型(荷载结构模型)线性叠加时各施工阶段内力的思路不能完全反映实际车站结构体系的非线性特征。因此,借鉴地层结构模型的应力历史概念,提出了修正增量法计算模型,通过内力继承和重新迭代平衡来反映车站结构体系的内力调整及重分布。通过工程案例的定量计算和对比分析研究,结果表明修正增量法计算模型能够解决传统增量法计算模型的问题。建议在洞桩法地铁车站工程中同时使用修正增量法模型和传统增量法模型进行结构设计计算,并综合对比结果确定最终的合理设计指标。The construction process of PBA(Pile⁃hole method)subway station is sorted out,and the traditional incremental calculation model is analyzed theoretically.The idea of calculating the internal force of each construction stage cannot fully reflect the nonlinear characteristics of the actual station structure system when the traditional incremental method(load structure model)is linearly superimposed.Therefore,Drawing on the concept of stress history of the stratum structure model,a modified incremental method calculation model is proposed to reflect the internal force adjustment and redistribution of the station structure system through internal force inheritance and re⁃iterative balance.Through the quantitative calculation and comparative analysis of engineering cases,the research results show that the modified incremental method calculation model can solve the problem of traditional incremental method calculation model.It is suggested that the modified incremental method model and the traditional incremental method model should be used simultaneously for structural design calculation in the subway station project of the hole pile method,and the final reasonable design index should be determined by comprehensively comparing the results.
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