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现代隧道技术 2023, Vol. 60 Issue (2) :230-237    DOI:
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盾构接收钢套筒内填料压力主动调控试验研究
(1.中国建设基础设施有限公司,北京 100029;2.集美大学,厦门 361021)
An Experimental Study on the Active Regulation of Filling Pressure in Shield Receiving Steel Sleeve
(1. China Construction Infrastructure Corp., Ltd., Beijing 100029; 2.Jimei University, Xiamen 361021)
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摘要 地铁隧道工程盾构钢套筒接收施工中,钢套筒内填料与地层之间的压力平衡控制是保证工程安全的关键。为实现主动调控钢套筒内填料压力,将常规钢套筒的固定盖板改进为可沿套筒纵向自由滑动的活塞式盖板,并提出相适应的液压调压法和机械调压法。按照1∶5的比例设计钢套筒模型试件,针对注水增压、泄水减压、低内压水平下的机械增压、高内压水平下的机械增压和机械减压等工况开展模型试验,研究填料压力随外接液压、机械推力的变化规律和影响机理以及千斤顶反力和钢套筒筒身变形规律。研究结果表明:液压调压过程钢套筒内填料压力随外接液压呈线性、等比例变化;较低填料压力(≤0.15 MPa)条件下的机械增压,填料压力随千斤顶压力变化展现出多段非线性特征;较高填料压力(>0.15 MPa)条件下,填料压力随机械调压过程稳定变化。两种方法均可达到可控的钢套筒内填料压力主动调节效果,需根据调控方法特点、工程施工能力和调控技术需求进行灵活选择。
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袁 杰 1 祁佳睿 2 肖 翔 1 李赞新 1 俞立新 1 潘以恒 2
关键词盾构隧道   盾构接收   钢套筒   填料压力主动调控   液压调压法   机械调压法     
Abstract: The control of the pressure balance between the fillers in the steel sleeve and the ground is the key to en? suring the project's safety during receiving the shield with the steel sleeve in subway tunnelling. To realize the active regulation of the filling pressure in the steel sleeve, this study improves the fixed cover of a conventional steel sleeve to a piston cover that can slide freely along the longitudinal direction of the sleeve, and puts forward the corresponding methods for hydraulic pressure regulation and mechanical pressure regulation. The steel sleeve model is designed according to the 1∶5 ratio, and model tests are carried out for different working conditions, such as water injection with pressure increase, water release with pressure decrease, mechanical pressure increase under low levels of internal pressure, mechanical pressure increase and decrease under high levels of internal pressure, so as to study the variation pattern and influence mechanism of the filling pressure with the external hydraulic pressure and mechanical thrust, as well as the variation pattern of the jack counterforce and steel sleeve deformation. The results show that the filling pressure inside the steel sleeve varies linearly and proportionally to the external hydraulic pressure during hydraulic pressure regulation. Specifically, the increase of the mechanical pressure at lower filling pressures (≤0.15 MPa) shows multi-segment characteristics where the filling pressure changes to the variations in the jack pressure, while under the condition of high filling pressure (>0.15 MPa), the filling pressure varies steadily with the regulation process of the mechanical pressure. Both methods can achieve controlled active regulation of the filling pressure in the steel sleeve, and shall be chosen flexibly according to the characteristics of the regulation method,the construction ability, and the regulation's technical requirements.
KeywordsShield tunnel,   Shield receiving,   Steel sleeve,   Active regulation of filling pressure,   Hydraulic pressure regulation method,   Mechanical pressure regulation method     
基金资助:中建基础科技资助项目(CSCIC-2021-KT-02);国家自然科学基金青年项目(52109087).
作者简介: 袁 杰(1984-),男,硕士,高级工程师,主要从事轨道交通工程施工技术方面研究工作,E-mail: 1553133369@qq.com. 通讯作者:祁佳睿(1981-),女,博士,副教授,主要从事建筑结构和地下结构工程相关领域研究工作,E-mail: qjr_jmu@163.com.
引用本文:   
袁 杰 1 祁佳睿 2 肖 翔 1 李赞新 1 俞立新 1 潘以恒 2 .盾构接收钢套筒内填料压力主动调控试验研究[J]  现代隧道技术, 2023,V60(2): 230-237
YUAN Jie1 QI Jiarui2 XIAO Xiang1 LI Zanxin1 YU Lixin1 PAN Yiheng2 .An Experimental Study on the Active Regulation of Filling Pressure in Shield Receiving Steel Sleeve[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(2): 230-237
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