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基于全盾壳模型的类矩形盾尾力学性能数值模拟研究OA北大核心

Numerical simulation study on mechanical performance of rectangular shield tail based on full shield shell model

中文摘要英文摘要

盾壳是保护盾构机内部人员设备安全的重要屏障,盾尾作为盾壳结构中用于管片拼装区域,无法加装大型隔板以及肋条等加固措施,是盾壳最薄弱的位置,且类矩形盾尾的受力性能与传统圆形盾尾存在明显差异.为真实地反映类矩形盾尾的受力性能,验证类矩形盾尾在各种施工荷载下的安全性并指导后续优化设计,使用abaqus有限元软件建立包括前壳体1、前壳体2、后壳体和盾尾四部分的全盾壳模型,并在模型中考虑了盾尾刷和盾尾油脂腔荷载的影响,就直线掘进工况下盾尾的受力性能进行模拟研究.研究结果表明:背景工程中的类矩形盾尾变形与应力最大位置均位于盾尾自由端拱顶处,其在18 m埋深下的直线掘进工况下最大应力48.58 MPa,最大水平变形5.88 mm,最大竖向变形16.66 mm,具有足够的刚度与强度储备,满足施工安全要求;全盾壳计算模型相较于仅考虑盾尾的计算模型的计算结果更接近于工程实测数据,可以认为全盾壳模型能更真实准确地反映盾尾的力学性能;盾尾油脂腔荷载显著影响盾尾变形和应力的计算结果,在盾尾力学性能研究中应考虑该荷载的影响,而盾尾刷由于刚度过小,对盾尾整体的受力性能没有明显影响;通过参数分析,明确了地层性质、埋深和盾尾厚度对盾尾受力性能的影响规律,而顶推力对盾尾受力性能影响较小.

Shield shell is an important barrier to protect the safety of personnel and equipment inside the shield machine.As the area for segment assembly in the shield shell structure,the shield tail cannot be equipped with large baffles,ribs and other reinforcement measures,making it the weakest position of the shield shell.Besides,the stress performance of the quasi-rectangular shield tail is significantly different from the traditional circular shield tail.In order to truly reflect the stress performance of the quasi-rectangular shield tail,verify the safety of the quasi-rectangular shield tail under various construction loads,and guide subsequent optimization design,a full shield shell model including front shell 1,front shell 2,rear shell,and shield tail was established using finite element software.In the model,the influence of the load of the shield tail brush and the shield tail grease cavity was taken into consideration,and a simulation study was conducted on the mechanical performance of the shield tail under straight tunneling conditions.The results are drawn as follows.The maximum deformation and stress of the quasi-rectangular shield tail in the background project are both located at the vault of the free end of the shield tail.Under the straight tunneling condition at a depth of 18 m,the maximum stress was 48.58 MPa,the maximum horizontal deformation is 5.88 mm,and the maximum vertical deformation is 16.66 mm,indicating sufficient stiffness and strength reserves to meet construction safety requirements.Compared to the calculation model that only considers the shield tail,the full shield shell calculation model can provide results closer to the actual engineering measurement data.Therefore,it can be considered that the full shield shell model can more accurately reflect the mechanical properties of the shield tail.The load of the shield tail grease cavity significantly affects the calculation results of the deformation and stress of the shield tail.The influence of this load should be considered in the study of the mechanical properties of the shield tail.However,due to its low stiffness,the shield tail brush has no significant effect on the overall mechanical performance of the shield tail.Through parameter analysis,the influence of formation properties,burial depth,and shield tail thickness on the mechanical properties of the shield tail is clarified,while the thrust force has little effect on the mechanical properties of the shield tail.

沈皓;潘汪洋;石元奇;翟一欣;柳献

同济大学 地下建筑与工程系,上海 200092上海城建隧道装备有限公司,上海 200137上海城建隧道装备有限公司,上海 200137上海城建隧道装备有限公司,上海 200137同济大学 地下建筑与工程系,上海 200092

土木建筑

类矩形盾尾全盾壳模型力学性能数值模拟参数分析

rectangular shield tailfull shield shell modelmechanical performancenumerical simulationparameter analysis

《铁道科学与工程学报》 2025 (1)

235-245,11

国家自然科学基金资助项目(52478409)

10.19713/j.cnki.43-1423/u.T20240412

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