[an error occurred while processing this directive]
 
       首 页  |  期刊介绍  |  编委会  |  投稿指南  |  期刊订阅  |  广告合作  |  留言板  |  联系我们 |  English
现代隧道技术 2022, Vol. 59 Issue (3) :253-264    DOI:
规划设计与施工 最新目录 | 下期目录 | 过刊浏览 | 高级检索 << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
小曲线半径叠落盾构隧道近接施工安全控制研究
(1.北京市政建设集团有限责任公司,北京 100048;2.内蒙古科技大学土木工程学院,包头 014010;3.内蒙古科技大学矿山安全与地下工程院士专家工作站,包头 014010;4.内蒙古自治区高校城市地下工程技术研究中心,包头 014010)
Study on Safety Control of Adjacent Construction of Overlapped Shield Tunnel with a Small Radius of Curve
(1. Beijing Municipal Construction Group Co., Ltd., Beijing 100048; 2. School of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010; 3. Academicians and Experts Workstation of Mine Safety and Underground Engineering,Inner Mongolia University of Science and Technology, Baotou 014010; 4. Technical Research Center for Urban Underground Engineering of Colleges and Universities in the Inner Mongolia Autonomous Region, Baotou 014010)
Download: PDF (5726KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
摘要 小曲线半径叠落盾构隧道近接施工风险较高,其安全控制是工程界亟待解决的难题。依托某叠落盾构工程,通过数值模拟,研究了夹层土注浆、架设内部钢支撑等措施的可行性,据此提出合理的控制方案,并结合现场监测数据对安全控制效果进行评价。研究结果表明:相比于无加固措施方案,夹层土注浆加固能够提高夹层土的强度,有效减小管片上浮,架设内部钢支撑能减小管片水平变形,两种方案结合能够有效保持断面形状;管片拱顶竖向变形和水平净空收敛变形的最大值分别为7.02 mm和2.74 mm,均小于变形控制标准值;现场采用夹层土注浆和架设内部钢支撑的联合措施是合理和可行的。
Service
把本文推荐给朋友
加入我的书架
加入引用管理器
Email Alert
RSS
作者相关文章
张丽丽 1 单 琳 1 郭 飞 1 蔡 振 1 韩瑞林 1 张 旭 2
3
4 王智广 2 许有俊 2
3
4
关键词叠落盾构隧道   小曲线半径   近接施工   安全控制   夹层土注浆   型钢支撑     
Abstract: The risk of the adjacent construction of overlapped shield tunnel with a small radius of curve is relatively high, so its safety control is of great importance in the industry. Based on the case of an overlapped shield tunnel project, the feasibility of control measures such as interlayer soil grouting, erection of internal steel supports, etc.was studied through numerical simulation, and a reasonable control scheme was proposed accordingly. In addition,the effect of safety control was evaluated according to the data of on-site monitoring. The study results showed that,compared with the scheme without reinforcement measures, the reinforcement through interlayer soil grouting could increase the strength of interlayer soil and effectively reduce the floating of segments, while the erection of internal steel supports were could reduce the horizontal deformation of segments. The combination of these two schemes could effectively maintain the shape of the section, and the maximum values of vertical deformation of segment crown and convergence deformation of horizontal clearance were 7.02 mm and 2.74 mm respectively, both of which were less than the standard value of deformation control. Therefore, the combined use of interlayer soil grouting and erection of internal steel supports on site was reasonable and feasible.
KeywordsOverlapped shield tunnel,   Small radius of curve,   Adjacent construction,   Safety control,   Grouting in inter? layer soil,   Profile steel support     
基金资助:国家自然科学基金(52168059);内蒙古自治区自然科学基金(2020BS05031).
作者简介: 张丽丽(1982-),女,高级工程师,主要从事隧道与地下工程方面的工作,E-mail:30759296@qq.com. 通讯作者:张 旭(1989-),男,博士,讲师,主要从事隧道与地下工程方面的教学与研究工作,E-mail:zxbjtu@yeah.net.
引用本文:   
张丽丽 1 单 琳 1 郭 飞 1 蔡 振 1 韩瑞林 1 张 旭 2, 3, 4 王智广 2 许有俊 2等 .小曲线半径叠落盾构隧道近接施工安全控制研究[J]  现代隧道技术, 2022,V59(3): 253-264
ZHANG Lili1 SHAN Lin1 GUO Fei1 CAI Zhen1 HAN Ruilin1 ZHANG Xu2, 3, 4 WANG Zhiguang2 XU Youjun2 etc .Study on Safety Control of Adjacent Construction of Overlapped Shield Tunnel with a Small Radius of Curve[J]  MODERN TUNNELLING TECHNOLOGY, 2022,V59(3): 253-264
链接本文:  
http://www.xdsdjs.com/CN/      或     http://www.xdsdjs.com/CN/Y2022/V59/I3/253
 
没有本文参考文献
[1] 梁尔斌.隧道密贴下穿既有车站变形缝沉降控制研究[J]. 现代隧道技术, 2022,59(2): 182-191
[2] 王志杰 1 李金宜 1 蒋新政 1 李 振 1 曾 青 2 王 宁 2.浅埋偏压双侧近接隧道影响分区及对策研究[J]. 现代隧道技术, 2021,58(4): 1-11
[3] 陈 卓 1, 2 孔 超 3,4.大断面地铁车站施工对邻近摩擦桩基桩侧摩阻力影响研究[J]. 现代隧道技术, 2019,56(6): 114-120
[4] 张俊儒 叶 伦 严丛文 刘丁丁 崔 耀 冯冀蒙.泥质粉砂岩地层中后行盾构隧道近接施工对大断面矿山法隧道的影响研究[J]. 现代隧道技术, 2019,56(5): 122-132
[5] 李俊杰.暗挖区间隧道近接既有地铁隧道施工变形影响及控制措施研究[J]. 现代隧道技术, 2019,56(4): 168-174
[6] 梁小勇 靳 静 张春会.卵石地层地铁隧道近接施工位移特征研究[J]. 现代隧道技术, 2017,54(1): 110-115
[7] 来弘鹏1, 2, 遆甲峰3, 张宏光1, 谢永利1.浅埋大断面土质隧道下穿明长城施工安全控制技术研究[J]. 现代隧道技术, 2015,52(1): 190-196
[8] 王剑晨, 张顶立, 张成平, 苏 洁, 台启民.近接施工上覆既有车站变形动态反分析及预测[J]. 现代隧道技术, 2014,51(4): 58-66
[9] 刘学彦1, 2, 袁大军1, 2, 乔国刚3, 王, 飞1, 2, 陈海丰4.盾构长距离穿越房屋安全技术研究[J]. 现代隧道技术, 2014,51(2): 147-151
[10] 孔 超 仇文革 章慧健 满 帅.基于岩石数值极限分析法的洞群围岩稳定性研究[J]. 现代隧道技术, 2013,50(6): 66-71
[11] 吕向红 杨冬梅 郑青.全断面卵石地层盾构近距离下穿地铁区间隧道施工技术[J]. 现代隧道技术, 2013,50(5): 152-157
[12] 郑余朝 李辉.ANP-FE与数值模拟结合在地铁隧道近接施工风险评估与管理中的应用[J]. 现代隧道技术, 2013,50(3): 24-31
[13] 程刚1 陈贵红2.新建公路隧道对既有铁路隧道的影响及处治措施探讨[J]. 现代隧道技术, 2013,50(2): 139-144
[14] 吉小明1, 唐伟才1, 谭文2, 王炳华3.城区近距离多孔隧道施工关键技术研究[J]. 现代隧道技术, 2012,49(6): 23-31
[15] 罗伟.浅议盾构法隧道施工过程中的安全控制措施[J]. 现代隧道技术, 2012,49(2): 15-20
Copyright 2010 by 现代隧道技术