| 太原市胜利街雨水泵站深基坑支护技术 |
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| 引用本文： | 张京生.太原市胜利街雨水泵站深基坑支护技术[J].山西建筑,2003,29(2):33-34. |
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| 作者姓名： | 张京生 |
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| 作者单位： | 太原市安装有限公司 |
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| 摘 要： | 结合工程实例，根据建筑物场地实际情况，分析确定了基坑挡土帷幕相结合的支护体系，并进行了详细设计计算。介绍了施工技术要求和支护监测要求，强调了在土方开挖过程中，应特别注意帷幕桩的工作状态。
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| 关 键 词： | 太原市 雨水泵站 深基坑 支护 帷幕桩 弯矩 位移 |
| 文章编号： | 1009-6825(2003)02-0033-02 |
| 修稿时间： | 2002年11月19 |
The support technique of deep foundation pit of storm water pumping stationin Shengli street of taiyuan |
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| ZHANG Jing-sheng.The support technique of deep foundation pit of storm water pumping stationin Shengli street of taiyuan[J].Shanxi Architecture,2003,29(2):33-34. |
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| Authors: | ZHANG Jing-sheng |
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| Abstract: | Combined with certain project, aimed at the site actual situation the support system combining earth-retaining wall and heavy curtain piles is analyzed and decided. And detailed design calculation of this support system is also carried out. The construction technology and check demands are presented in this paper. Finally the author point out that the work status of heavy curtain piles should be paid attention to in the process of earth excavation . |
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| Keywords: | support piles heavy curtain piles moment displacement |
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