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《Chinese Journal of Rock Mechanics and Engineering》 2005-21
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PRESSURE-DISPERSIVE ANTI-FLOAT ANCHOR TECHNIQUE AND ITS APPLICATION TO ENGINEERING

LIU Jian-guo1,WU Ping1,YIN Hua-gang2,ZHONG Dong-bo1,LI Shu-wei1,ZHOU Hai-lin1,LI Zhi-qiang2,XU Han1(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)  
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.
【CateGory Index】: TU753;
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