首页 | 本学科首页   官方微博 | 高级检索  
     

盾构穿越桥梁桩基的托换及除桩施工技术研究
引用本文:马忠政,马险峰,徐前卫,王磊. 盾构穿越桥梁桩基的托换及除桩施工技术研究[J]. 地下空间与工程学报, 2010, 6(1)
作者姓名:马忠政  马险峰  徐前卫  王磊
作者单位:1. 上海申通地铁集团有限公司,上海,200010
2. 同济大学岩土及地下工程教育部重点实验室,上海200092;同济大学地下建筑与工程系,上海200092
3. 同济大学岩土及地下工程教育部重点实验室,上海200092;上海交通大学船舶海洋与建筑工程学院,上海200030
4. 同济大学地下建筑与工程系,上海,200092
基金项目:教育部岩土工程重点实验室(同济大学)开放基金;;第42批中国博士后基金;;上海高校选拔培养优秀青年教师科研专项基金联合资助
摘    要:在上海轨道交通10号线溧阳路站~曲阳路站区间隧道的施工中,当盾构在推进至四平路沙泾港桥位置时,将不得不从桥梁的桩基中穿过。由于桩的入土深度已经贯穿了整个隧道断面,导致必须对桩基进行拔除或切断等处理。由于四平路为上海市交通干道之一,交通量大且地位重要,不允许使该桥所承担的交通量受到影响。同时,该桥周围为密集住宅小区,施工空间有限,因此工程风险较高、难度很大。为了保证施工中旧桥的功能发挥的同时,去除影响盾构向前推进的障碍物,本工程采取扩大板式基础托换及除桩工法,以此做到社会影响小、施工周期缩短、降低造价并达到优质工程的目的。

关 键 词:盾构隧道  桩基托换  筏板基础  地下工程  

Study on Pile Underpinning and Removing Technology of Shield Machine Crossing through Pile Foundations of Road Bridge
Ma Zhongzheng,Ma Xianfeng,Xu Qianwei,Wang Lei. Study on Pile Underpinning and Removing Technology of Shield Machine Crossing through Pile Foundations of Road Bridge[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(1)
Authors:Ma Zhongzheng  Ma Xianfeng  Xu Qianwei  Wang Lei
Affiliation:1.Shanghai Shentong Metro Co.;Ltd;Shanghai 200030;China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai;200092;3.Dept.of Geotechnical Engineering Tongji University;Shanghai 200092;4.School of Naval Architecture;and Civil Engineering;Shanghai Jiaotong University;China
Abstract:During the construction process of interval tunnel,from Liyang road station to Quyang road station,of Shanghai Rail Transit Line 10,the shield machine will have to pass through the pile foundation of Shajinggang Bridge on Siping Road.Since the embedded depth of piles has already run through the entire tunnel section,these piles have to be pulled out or cut off.But,as one of the main arteries of Shanghai city,Si Ping Road has big traffic flow,and it does not allow the traffic volume to be affected during the...
Keywords:shield tunnel  pile underpinning  raft foundation  geotechnical engineering  
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号