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软岩隧道自旋锚管抗拔力的计算理论
引用本文:周杨,惠兴田,唐志强.软岩隧道自旋锚管抗拔力的计算理论[J].中国安全生产科学技术,2010,6(2):33-38.
作者姓名:周杨  惠兴田  唐志强
作者单位:西安科技大学,建工学院,西安,710054
摘    要:在软岩隧道支护中,大多数情况下需要向上钻孔打锚杆,目前应用较多的中空注浆锚杆和砂浆锚杆在向上打锚杆的情况下,均存在注浆不饱满及不能形成快速初锚力的问题,影响支护效果和工程安全。自旋注浆锚管能比较好的解决上述工程中存在的技术缺陷。在软岩隧道支护中,自旋注浆锚管的抗拔力是至关重要的技术参数,关系到锚固体系的安全。本文根据自旋注浆锚管的结构特点和作用机理,对其抗拔力的计算理论进行了探讨,对实际支护工程有一定的参考作用。

关 键 词:自旋锚管  抗拔力  软岩隧道

Calculation theory of pullout resistance of self-screwed tube bolting In soft-rock tunnel
ZHOU Yang,HUI Xing-tian,TANG Zhi-qiang.Calculation theory of pullout resistance of self-screwed tube bolting In soft-rock tunnel[J].Journal of Safety Science and Technology,2010,6(2):33-38.
Authors:ZHOU Yang  HUI Xing-tian  TANG Zhi-qiang
Institution:College of Architecture and Civil Engineering/a>;Xi'an University of Science and Technology/a>;Xi'an 710054/a>;China
Abstract:In the support project of soft-rock tunnel,it needs to install roof bolting in most cases.However,the hollow pouring anchorage rod and mortar bolt that are used widely in the current application exist the problems of unfilled grouting and none rapid initial anchoring force that affect the support effect and engineering safety.The Self-screwed Slip Casting Tube Bolt can solve the existed technical problems well in the project.In the support project of soft-rock tunnel,the pullout resistance of the Self-screw...
Keywords:self-screwed tube bolting  pullout resistance  soft-rock tunnel  
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