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托换及除桩技术在盾构穿越桥梁桩基工程中的应用
引用本文:徐前卫,张燕霞,马险峰,马忠政. 托换及除桩技术在盾构穿越桥梁桩基工程中的应用[J]. 建筑技术, 2010, 41(3): 211-214
作者姓名:徐前卫  张燕霞  马险峰  马忠政
作者单位:1. 上海理工大学土木工程系,200093,上海;同济大学岩土及地下工程教育部重点实验室,200092,上海;上海交通大学船舶海洋与建筑工程学院,200030,上海
2. 上海理工大学土木工程系,200093,上海
3. 同济大学岩土及地下工程教育部重点实验室,200092,上海
4. 上海申通地铁集团有限公司,200010,上海
基金项目:国家863计划项目(2006AA11Z102);;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: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,盾构在推进至四平路沙泾港桥位置时,须从桥的桩基中穿过。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。为在去除影响盾构推进障碍物的同时保证施工中旧桥功能的发挥,提出适合本工程的托换及除桩技术方案,并提出相应的辅助施工技术,为顺利施工提供借鉴和指导作用,并达到减小社会影响、缩短施工周期和降低工程造价的目的。

关 键 词:盾构  桥梁  桩基托换  地下工程

APPLICATION OF UNDERPINNING AND REMOVING TECHNOLOGIES OF PILE FOUNDATION WHEN SHIELD MACHINE CROSSING THROUGH PILE FOUNDATIONS OF ROAD BRIDGE
XU Qian-wei,,,ZHANG Yan-xia,MA Xian-feng,MA Zhong-zheng. APPLICATION OF UNDERPINNING AND REMOVING TECHNOLOGIES OF PILE FOUNDATION WHEN SHIELD MACHINE CROSSING THROUGH PILE FOUNDATIONS OF ROAD BRIDGE[J]. Architecture Technology, 2010, 41(3): 211-214
Authors:XU Qian-wei      ZHANG Yan-xia  MA Xian-feng  MA Zhong-zheng
Affiliation:1.Department of Civil Engineering/a>;University of Shanghai for Science and Technology/a>;200093/a>;Shanghai/a>;China/a>;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education/a>;Tongji University/a>;200092/a>;3.School of Naval Architecture and Civil Engineering/a>;Shanghai Jiaotong University/a>;200030/a>;4.Shanghai Shentong Metro Co./a>;Ltd/a>;200010/a>;China
Abstract:During the construction of the interval tunnel from Liyang Road station to Quyang Road station of Shanghai Metro Line 10, the shield machine will have to pass through the bridge's pile foundation when it arrives at the position of Shajinggang Bridge on Siping Road. Since the piles run through the entire tunnel section, they must be pulled out or cut off. Therefore, in order to ensure the old bridge's normal traffic role while removing the barriers which affects the advance of shield machine, pile underpinning and pile removing technologies as well as relative auxiliary construction technologies are proposed in this paper. It not only provides reference and guidance for the construction of this project but also helps to achieve the purpose of decreasing social impact, shortening construction cycle and reducing construction cost.
Keywords:shield machine  bridge  pile underpinning technology  geotechnical engineering  
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