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叠落式暗挖隧道连接方法比选分析

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在地铁叠落隧道中,上下层隧道的受力和变形是设计控制的核心问题,因为下层隧道在深埋情况下承担着上部结构传递的荷载,因此关乎着叠落隧道工程建设的成败.传统的叠落隧道模型无法考虑施工过程中下层隧道变形对上层隧道内力、变形的连带影响,且无法考虑上层隧道刚度、承载力、变形的发挥对下层隧道产生的"遮拦效应".因此,针对目前叠落隧道在设计方法上的不足,为探究上下层隧道不同连接方式对工程的影响,提出了一种更为贴近实际且可以精确地计算下层隧道在深埋情况下承担上部结构传递的荷载的设计模型,并依托北京市某地铁区间暗挖段深埋叠落隧道,采用有限单元法分别建立了带有弹性连接的模型和传统的叠落隧道模型,并进行了计算,分析了不同方法得出的衬砌变形量与内力,然后通过与传统模型曲线进行对比,验证了该方法的正确性.分析结果表明:连接模型计算的内力大于传统模型,传统模型的计算结果受参数选取的影响偏于保守,不够安全;连接模型能够较为真实地反映岩石与上下层隧道开挖的相互作用,从而模拟出岩石地层中暗挖隧道的实际受力状态,所得结论对于同类型地铁叠落隧道工程的设计具有一定的指导意义,同时解决了在设计叠落隧道时传统模型选取单一隧道计算其内力与变形的局限性,提高了叠落隧道结构分析的准确性.
Comparison and Analysis of the Connection Method of Stacked Underground Tunnel
In the subway stacked tunnel,the force and deformation of the upper and lower tunnels are the core prob-lems of design control,because the lower tunnel bears the load transmitted by the superstructure in the case of deep burial,so it is related to the success or failure of the construction of the stacked tunnel.The traditional stacked tun-nel model cannot consider the joint influence of the deformation of the lower tunnel on the internal force and defor-mation of the upper tunnel during the construction process,and also cannot consider the"blocking effect"of the stiffness,bearing capacity and deformation of the upper tunnel on the lower tunnel.Therefore,in view of the short-comings of the current design methods of stacked tunnels,in order to explore the influence of different connection modes of the upper and lower tunnels on the project,a design model that is closer to reality and can accurately cal-culate the load transmitted by the superstructure of the lower tunnel in the case of deep burial is proposed.Then,the correctness of the method is verified by comparing it with the traditional model curve.The analysis results show that the internal force calculated by the connection model is larger than that of the traditional model,and the calculation results of the traditional model are conservative and unsafe due to the influence of parameter selection.The connec-tion model can reflect the interaction between the rock and the excavation of the upper and lower layers of the tunnel more realistically,so as to simulate the actual stress state of the underground tunnel in the rock formation,and the conclusions obtained have certain guiding significance for the design of the same type of subway stacked tunnel pro-ject,and at the same time solve the limitation of the traditional model to calculate the internal force and deformation of a single tunnel when designing the stacked tunnel,and improve the accuracy of the structural analysis of the stacked tunnel.

stacked tunneldeep burial and excavationnumerical simulationelastic connectionsconnection model

靳天睿、刘飞、李哲、李月阳、王伟锋

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北京建筑大学土木与交通工程学院,北京 100044

北京市轨道交通设计研究院有限公司,北京 100044

叠落隧道 深埋暗挖 数值模拟 弹性连接 连接模型

北京市教委科技项目&&&&&&

KM201810016005X18199ZF17067Z08029

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(5)
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