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桩锚支护技术在罗湖司法大厦深基坑支护中的应用
引用本文:李路明,周宗义. 桩锚支护技术在罗湖司法大厦深基坑支护中的应用[J]. 建筑技术, 2005, 36(12): 901-902,917
作者姓名:李路明  周宗义
作者单位:深圳市罗湖区建设工程监理有限公司,518020;深圳市罗湖区建设工程监理有限公司,518020
摘    要:深圳罗湖司法大厦基坑底标高-18.600m,采用桩锚支护,人工挖孑L桩桩身深入坑底一定深度,并采用高压旋喷桩止水帷幕,施工中针对出现的问题采取了应对措施,基坑监测结果表明,基坑支护方案合理,支护稳定。

关 键 词:深基坑支护  桩锚支护技术  止水帷幕
文章编号:1000-4726(2005)12-0901-03
收稿时间:2005-07-05
修稿时间:2005-07-05

APPLICATION OF PILE ANCHORING TECHNOLOGY TO DEEP FOUNDATION SUPPORT OF LUOHU JUDICIAL BUILDING
LI Luming,ZHOU Zongyi. APPLICATION OF PILE ANCHORING TECHNOLOGY TO DEEP FOUNDATION SUPPORT OF LUOHU JUDICIAL BUILDING[J]. Architecture Technology, 2005, 36(12): 901-902,917
Authors:LI Luming  ZHOU Zongyi
Affiliation:LI Luming ZHOU Zongyi
Abstract:The foundation pit of Shenzhen Luohu Judicial Building with bottom elevation of -18.600m is supported with pile anchors Part of pile was thrust into the foundation bottom and pile water-stop curtain sprayed with high pressure was adopted. Treatment measures were taken against construction problems. Monitoring result of foundation pit shows that the program is rational and support is stable.
Keywords:deep foundation support   pile anchoring technology   water-stop curtain
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