| 桩锚支护体系下深基坑工程的变形监测分析 |
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| 引用本文： | 邓祖裕 张兆龙 梁笑寒. 桩锚支护体系下深基坑工程的变形监测分析[J]. 山西建筑, 2014, 0(24): 81-83 |
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| 作者姓名： | 邓祖裕 张兆龙 梁笑寒 |
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| 作者单位： | [1]调峰调频发电公司,广东广州510630; [2]奥雅纳工程咨询(上海)有限公司深圳分公司,广东深圳518000 |
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| 摘 要： | 以某桩锚支护深基坑工程为例,通过对支护结构位移、周边建筑物沉降及锚索拉力等监测数据分析,探讨了各监测项的变化规律,监测结果表明各监测项累计最大值均未超过报警值,说明该基坑支护设计方案合理可行,可基本满足设计及施工要求。
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| 关 键 词： | 深基坑 变形监测 锚索 水平位移 |
Analysis on deformation monitoring of deep foundation pit engineering under pile anchor supporting system |
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| Affiliation: | DENG Zu-yu, ZHANG Zhao-long, LIANG Xiao-han (1. Load Frequency Control Power Generation Company, Guangzhou 510630, China; 2. Arup Engineering Consulting (Shanghai) Limited Company, Shenzhen Branch, Shenzhen 518000, China) |
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| Abstract: | Taking the deep foundation pit engineering of a pile anchor support as an example, through the monitoring data analysis on supporting structure displacement, surrounding buildings settlement, cable tension etc. , discussed the variation laws of various monitoring items, the monitoring results showed that the monitoring cumulative maximum values were more than the alarm values, explored the foundation pit supporting design scheme was reasonable and feasible, could basically meet the design and construction requirements. |
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| Keywords: | deep foundation pit deformation monitoring anchor cable horizontal displacement |
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