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压力分散型抗浮锚杆技术及其工程应用
引用本文:柳建国,吴平,尹华刚,钟冬波,李书伟,周海林,李志强,徐寒.压力分散型抗浮锚杆技术及其工程应用[J].岩石力学与工程学报,2005,24(21):3948-3953.
作者姓名:柳建国  吴平  尹华刚  钟冬波  李书伟  周海林  李志强  徐寒
作者单位:1. 中冶集团建筑研究总院,北京,100088
2. 北京特种工程设计研究院,北京,100028
基金项目:本文的工作在程良奎教授的亲切指导下完成,在此表示感谢!
摘    要:结合实际工程,对压力分散型抗浮锚杆试验、设计、施工及检测方面的技术难点进行了深入的探讨。压力分散型锚杆,特别是U型环绕承载体锚杆具有良好的耐久性,锚固效率高,有利于地下结构的应力与变形协调,减少工程造价,作为永久性抗浮锚杆具有明显的技术优势。压力分散型锚杆仅在设计荷载下各单元锚杆承担相同的荷载,压力分散型锚杆的张拉试验应采用等荷载同步张拉方法。

关 键 词:岩土工程  压力分散型锚杆  抗浮  U型环绕承载体锚杆  耐久性  等荷载同步张拉
文章编号:1000-6915(2005)21-3948-06
收稿时间:2005-06-26
修稿时间:2005-06-262005-07-29

PRESSURE-DISPERSIVE ANTI-FLOAT ANCHOR TECHNIQUE AND ITS APPLICATION TO ENGINEERING
LIU Jian-guo,WU Ping,YIN Hua-gang,ZHONG Dong-bo,LI Shu-wei,ZHOU Hai-lin,LI Zhi-qiang,XU Han.PRESSURE-DISPERSIVE ANTI-FLOAT ANCHOR TECHNIQUE AND ITS APPLICATION TO ENGINEERING[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3948-3953.
Authors:LIU Jian-guo  WU Ping  YIN Hua-gang  ZHONG Dong-bo  LI Shu-wei  ZHOU Hai-lin  LI Zhi-qiang  XU Han
Affiliation:1. Central Research Institute of Building and Construction, China Metallurgical Construction Group Corporation, Beijing 100088, China; 2. Beijing Special Engineering Design and Research Institute, Beijing 100028, China
Abstract:Combining a practical case, the technique of pressure dispersive anti-float anchor on experiment, design, construction and examination is studied. The pressure-dispersive anchor, especially the U-shaped anchor surrounding load body has good endurance, high anchor efficiency, and advantage of stress and deformation coordination of the underground structure and reduces the structure-building price. It has obvious technique advantage as the permanent anti-float anchor. Only at design tensile load does each unit of the pressure-dispersive anchor undertake the same tensile load; the identical load and synchronous tension method should be adopted to tension test of pressure-depressive anchor.
Keywords:geotechnical engineering  pressure-dispersive anchor  anti-float  U-shaped anchor surrounding load body  endurance  identical load and synchronous tension
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