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富水砂层地铁隧道风险控制技术

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以北京地铁 7 号线东延工程黑庄户站—万盛南街西口站区间隧道工程为例,实施前对承压水地层明挖法施工、盾构隧道穿越京哈高速及南大沟桥桥桩、矿山法区间穿越污水管及联络通道冻结法等风险工程进行了专项设计.实施阶段,施工单位结合现场实际问题分别采取了富水砂层明挖基坑地下水处理、暗挖拱顶WSS地面注浆加固防坍塌、盾构进出洞增设止水槽及冻结法等施工风险控制措施,有效解决了工程难题.实践表明,风险专项设计及施工风险控制措施对富水砂层地铁施工及环境风险安全保障发挥了重要作用,取得了良好的效果.
Risk Control Technology for Subway Tunnels in Water-rich Sand Layers
Taking the tunnel project between Heizhuanghu Station and Wanshengnanjie Xikou Station of the East Extension Project of Beijing Metro Line 7 as an example,the special design of risk projects such as open-cut construction in confined water strata,shield tunnel crossing Beijing-Harbin Expressway and Nandagou Bridge pile,mine section crossing sewage pipe,and contact channel freezing method were carried out before implementation.In the implementation stage,combined with the actual problems on site,the construction unit adopted the construction risk control measures such as groundwater treatment of open-cut foundation exavation in water-rich sand layer,WSS ground grouting reinforcement and anti-collapse of underground excavation vault,additional water stop groove and freezing method for shield entry and exit holes,which effectively solved the engineering problems.The practice shows that the special design for risk and control measures for construction risk play an important role in the construction of water-rich sand layer subway and the safety guarantee of environmental risk,and have achieved good results.

subwaystunnelswater-rich sand layersrisk sourcesreinforcementfreezing methoddesignconstruction

陈金刚、郭强、汪杨洲、潘兴佳、马猛

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北京住总集团有限责任公司,北京 100101

广州地铁设计研究院股份有限公司,广东 广州 510010

地铁 隧道 富水砂层 风险源 加固 冻结法 设计 施工技术

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(13)
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