| 深基坑工程设计与施工实例 |
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| 引用本文： | 刘洪波. 深基坑工程设计与施工实例[J]. 郑州航空工业管理学院学报(社会科学版), 2004, 23(3): 118-119 |
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| 作者姓名： | 刘洪波 |
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| 作者单位： | 郑州航空工业管理学院,河南,郑州,450015 |
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| 基金项目： | 郑州航空工业管理学院校科研和教改项目 |
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| 摘 要： | 某网壳结构采用落地拱形式,落地拱脚基础的基坑工程支护结构使用了钻孔灌注桩结合预应力锚杆的方式,降水采用深层搅拌桩止水帷幕和深井及井点降水相结合的形式.经过监测,基坑及周围建筑物稳定,保证了基础工程顺利施工.
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| 关 键 词： | 基坑工程 止水帷幕 钻孔灌注桩 预应力锚杆 深层搅拌桩 |
| 文章编号： | 1009-1750(2004)03-0118-02 |
| 修稿时间： | 2003-12-29 |
The Example of Design and Construction of Deep Foundation Ditch Project |
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| LIU Hong-bo. The Example of Design and Construction of Deep Foundation Ditch Project[J]. Journal of Zhengzhou Institute of Aeronautical Industry Management(Social Science Edition), 2004, 23(3): 118-119 |
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| Authors: | LIU Hong-bo |
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| Affiliation: | LIU Hong-bo |
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| Abstract: | One of reticulated shell structure adopted the style of floor-type arch .The support structure of the foundation ditch of the floor-type arch springing foundation used drilled grouting piles combined with prestressed anchors.The underground water level lowering method employed the deep agitation water-seal curtain,the deep well and the well-point water lowering . In construction,these methods ensured the stability of the foundation ditch and surrounding buildings, and guaranted the successful construction of the foundation project. |
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| Keywords: | deep foundation ditch project water-seal curtain drilled grouting piles prestressed anchors deep agitation pile |
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