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复杂环境下深大基坑围护结构侵限处理技术研究

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为避免围护结构侵入主体结构设计净空发生基坑涌水、涌沙、坍塌等险情,文章结合某车站深基坑围护结构侵限处理的案例,在确保深基坑安全、满足后期结构承载力及耐久性相关要求的前提下,结合工程地质及水文地质,介绍了围护结构侵限的基本情况,并针对围护结构侵限实际情况设计处理方案,根据设计方案进行承载力及裂缝控制计算,验算得出结果:最大裂缝宽度为 0.105 mm≤[ωmax]=0.200 mm,满足规范裂缝控制要求.最后总结了相关设计及施工措施经验,旨在为类似工程提供借鉴.
Research on Invasion Limit Treatment Technology for Deep and Large Foundation Pit Surrounding Structures in Complex Environments
In order to prevent the intrusion of retaining structures into the design clearance of the main structure and prevent dangerous situations such as water,sand,and collapse in the foundation pit,based on the case of a deep foundation pit retaining structure intrusion treatment at a certain station,while ensuring the safety of the deep foundation pit,meeting the requirements of later structural bearing capacity and durability,considering the engineering geology and hydrogeology,the basic situation of the intrusion of the retaining structure is introduced;a treatment plan designed based on the actual situation of enclosure structure intrusion.According to the design scheme,the bearing capacity and crack control calculation were carried out,and the verification results showed that the maximum crack width is 0.105 mm≤[ωMax]=0.200 mm,meeting the requirements for crack control in the regulations.Finally,relevant design and construction measures were summarized,aiming to provide reference for similar projects.

enclosure intrusion limitreinforced concrete structurescrack verification

高雷永

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中铁第六勘察设计院集团有限公司,天津 230011

围护侵限 劲性混凝土结构 裂缝验算

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(3)
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