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北京某深基坑桩锚支护结构监测及分析
引用本文:周宸,李旭东,孙愿平.北京某深基坑桩锚支护结构监测及分析[J].岩土工程技术,2011,25(1):23-25,31.
作者姓名:周宸  李旭东  孙愿平
作者单位:中兵勘察设计研究院,北京,100053
摘    要:采用桩锚支护结构对北京某深基坑进行支护,在施工过程中进行桩顶位移、地表沉降、锚索轴力监测,并对监测数据分析。结果表明:桩锚支护体系能有效地控制基坑水平位移和周边地表沉降,并且桩顶水平位移变化、沉降变化是比较有规律的。锚索预应力损失值较大,在30%~50%之间,在开挖过程中变化范围在15%以内;第一道锚索在控制位移和沉降发挥着关键的作用,第三道锚索是控制桩身最大弯矩的关键。结合实测值与理论计算值产生差异的原因,对以后类似桩锚支护结构的设计提出了建议。

关 键 词:基坑监测  桩顶位移  地面沉降  锚索轴力

Monitoring and Analysis of Pile-anchor Retaining Structure for a Deep Foundation Pit in Beijing
Zhou Chen,Li Xudong,Sun Yuanping.Monitoring and Analysis of Pile-anchor Retaining Structure for a Deep Foundation Pit in Beijing[J].Geotechnical Engineering Technique,2011,25(1):23-25,31.
Authors:Zhou Chen  Li Xudong  Sun Yuanping
Institution:Zhou Chen Li Xudong Sun Yuanping (China Ordnance Industry Survey,DesignResearch Institute,Beijing 100053,China)
Abstract:Based on supporting a deep foundation pit by adopting pile--anchor retaining structure. During the constrction, the displacement of pile head, the surface settlement, the axial load of anchor rope are monitored and analyzes the main monitoring data. The results indicate that the pile--anchor retaining structure can control the horizontal displacement of foundation pit and the surface settlement of surrounding structure effectively, and there are some laws in variation of horizontal displacemen and surface settlement. The losses of prestresses of anchors is large,it's about 30%-50%,and the range of variation is about 15 % during the constrction; the first anchor rope play an important role in controlling displacement and settlement, the third anchor rope is the key of controlling the maximum bending moment in pile. Giving advice for the design of similar pile--anchor retaining structure combine with the reasons of the calculating data different from the measuring data.
Keywords:foundation pit monitoring  displacement of pile head  surface settlement  axial load of anchor rope
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