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复杂环境下地铁基坑工程施工设计方案 被引量:5

Design and construction scheme of subway foundation pit engineering under complex environment
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摘要 针对城市中心区域地铁建设面临的环境保护要求高,管线复杂,交通影响要求严格等各种难题。以在建的南京地铁5号线云南路站工程为背景,从改迁电力管线和原位保护电力管线的两条主线,结合明挖法、盖挖法、暗挖法地铁施工方法进行了施工方案设计。提出多种地铁施工方法结合的施工方案,基坑围护结构不封闭处理措施,电力管廊悬吊保护方案,从施工风险、工期要求、费用指标等方面综合分析各种施工方案的利弊,综合比较后采用明盖挖逆作结合的方案。 In view of various problems which thefuture Metro construction in urban central areas is faced with, such as high environmental protection requirements,complex pipelines and strict traffic impact requirements etc.,and with the project of Yunnan Road Station of Nanjing Metro line 5 under construction as the background, the design of construction scheme is carried outfrom the two main lines such as power pipeline relocation and in situ power pipeline protectionin combination with the subway construction methods such as the open-cut method, cover cut method and subsurface cut method. The construction scheme of combining several subway construction methods, treatment measures for not closing the foundation pit enclosure structure and suspension protection scheme for power pipe gallery are put forward. The advantages and disadvantages of various construction schemes are analyzed comprehensively in terms of construction risk, construction period requirement and cost index etc., after which the scheme of open-cut method in combination with cover-cut top-down method is adopted.
作者 汪彬 Wang Bin(Shanghai Tunnel Engineering Co.,Ltd., Shanghai 200032)
出处 《工程建设》 2019年第5期47-52,共6页 Engineering Construction
关键词 地铁 明盖挖逆作法 电力管廊 管线原位保护 subway combination of open-cut and cover-cut top-down method power pipe gallery in situ protection of pipeline
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  • 1吴海峰,曹洪,潘泓,骆冠勇.潮州供水枢纽西溪厂房基坑支撑的优化[J].岩石力学与工程学报,2005,24(4):692-696. 被引量:6
  • 2段绍伟,沈蒲生.深基坑开挖引起邻近管线破坏分析[J].工程力学,2005,22(4):79-83. 被引量:41
  • 3刘润,闫玥,闫澍旺.支撑位置对基坑整体稳定性的影响[J].岩石力学与工程学报,2006,25(1):174-178. 被引量:49
  • 4[日]地盘工学会.設計から施工まで[M].1997.
  • 5[日]地盘工学会.シ-ルドトンネルの新技术[M].1995.
  • 6[日]地盘工学会.シ-ルド工法の调查[M].1997.
  • 7鐵道綜合技術研究所.シ-ルドトンネルの實例集[M].1994,10.
  • 8Attewell P B,Yeates J,Selby A R,et al.Soil Movements Induced by Tunneling and Their Effects on Pipelines and Structures[M].Blackie,Glasgow and London published in the USA by Chapman and Hall,New York.1986,203-204.
  • 9Chungsik Yoo,Jae Hoon Kim.A Web-Based Tunneling-Induced Building/Utility Damage Assessment System:TURISK[J].Tunnelling and Underground Space Technology,2003,18:497-511.
  • 10GB50009--2012建筑结构荷载规范[s].北京:中国建筑工业出版社,2012.

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