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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (1): 1-6.DOI: A

• 研究与探索 •    下一篇

管式锚杆提高破碎软弱围岩支护效果的理论与实践

赵喜斌1, 刘成禹2, 张继奎1   

  1. 1. 中国中铁隧道集团有限公司 2. 福州大学岩土工程与工程地质研究所
  • 收稿日期:2008-07-01 修回日期:2008-08-28 出版日期:2009-02-20 发布日期:2009-11-17
  • 作者简介:赵喜斌(1968—)|男|汉族|河南洛阳人|1990年毕业于兰州交通大学铁道工程专业|高级工程师|现从事隧道与地下工程方面的技术研究工作。

Theory and Practice of Tubular Rock Bolt in Improving Supporting
Effects in Fractured and Weak Surrounding Rock

ZHAO Xibin1|  LIU Chengyu2|  ZHANG Jikui1   

  1. 1. China Railway Tunnel Group Co., Ltd.2. Geotechnical Engineering and Engineering Geology Institute of Fuzhou University
  • Received:2008-07-01 Revised:2008-08-28 Online:2009-02-20 Published:2009-11-17

摘要:

 在管式锚杆注浆对破碎、软弱围岩力学性质改善及提高锚杆锚固力分析的基础上,建立管式锚杆支护条件下的力学模型,通过管式锚杆支护与普通喷锚支护塑性区范围大小的对比分析,揭示了管式锚杆提高破碎、软弱围岩支护效果的机理。理论分析及工程实践表明,管式锚杆对提高破碎、软弱围岩支护效果,控制围岩变形有十分明显的作用,是一种特别适宜于破碎、软弱围岩洞室支护的有效方法。此外,文章还对管式锚杆的特点及施工要点进行了分析和论述。

关键词:  , 管式锚杆软弱围岩锚固力机理施工

Abstract:

 Based on analysis of grouted tubular rock bolts used in improving the mechanical property of fractured and weak surrounding rock and enhancing the anchoring force of rock bolts, the mechanical model of tunnel with shotcrete and tubular rock bolt support is created. The comparative analysis between plastic zone formed by tubular rock bolt support and that formed by common rock bolt support demonstrates the mechanism of improving supporting effect of tubular rock bolt in fractured and weak surrounding rock. The theory analysis and construction practice show that tubular rock bolt is an efficient method for tunnel support in fractured and weak surrounding rock. Tubular rock bolt can improve the supporting effect and can control the surrounding rock deformation in these geologic conditions. Moreover, the characteristics and key points in construction of tubular rock bolt are presented in this paper.

Key words:  , tubular rock boltweak surrounding rockanchoring forcemechanismconstruction

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