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莫莉, 王贤能. 深圳汉国城市商业中心深基坑支护的设计与监测[J]. 岩土工程学报, 2012, 34(suppl): 682-686.
引用本文: 莫莉, 王贤能. 深圳汉国城市商业中心深基坑支护的设计与监测[J]. 岩土工程学报, 2012, 34(suppl): 682-686.
MO Li, WANG Xian-neng. Design and monitoring of bracings for deep excavation of Hanguo Commercial Center in Shenzhen[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 682-686.
Citation: MO Li, WANG Xian-neng. Design and monitoring of bracings for deep excavation of Hanguo Commercial Center in Shenzhen[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 682-686.

深圳汉国城市商业中心深基坑支护的设计与监测

Design and monitoring of bracings for deep excavation of Hanguo Commercial Center in Shenzhen

  • 摘要: 在深基坑工程中采用桩撑和桩锚结合的支护方法,能较好地控制变形,给桩基础提供施工空间,还可以降低工程造价。以深圳汉国城市商业中心深基坑支护工程为例,介绍了桩撑(含圆环内支撑)和桩锚结合设计的考虑因素,结合监测数据分析了该支护方式下支护桩的变形规律、支撑的受力情况,对内支撑特别是环撑内力的计算方法进行探讨。

     

    Abstract: The combined method of piles and anchor cables is practicable in deep excavations. By using this method, the deformation can be controlled, the working space can be provided for pile foundation, and the project cost can be saved. Based on the excavation of Hanguo Commercial Center in Shenzhen, the factors for the combined method of piles and anchor cables are investigated. According to the monitoring data, the deformation rules of piles and the bearing force on bracings are analyzed. Further discussion and researches about caculating interior bracings especially the circular inner bracings are carried out.

     

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