ISSN 2096-4498 CN 44-1745/U
隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (3): 235-237,256.
• 研究与探索 • 上一篇 下一篇
蔺云宏, 罗文静, 任飞
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作者简介:
LIN Yun-Hong, LUO Wen-Jing, LIN Fei
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摘要:
在对砂土层螺旋锚杆进行锚固机理分析的基础上,把锚叶阻力和砂土摩擦阻力结合考虑,对原来螺旋锚杆的锚固段进行改进。采用高密度挤压摩擦锚固的理念设计锚杆和自攻旋进安装工艺。通过在西安地区5个典型的砂土层进行可行性试验后设计出适合砂土层的自旋锚杆。在西安地铁2#线TJSG-4标段的基坑支护中经过工业试验,证明了理论与实践的可靠性。
关键词: 自旋锚杆, 地铁, 土钉, 土层锚杆, 基坑支护, 可回收锚杆
Abstract:
The anchoring mechanisms of screw bolts in sandy soil ground are analyzed. The anchoring section of the original screw bolts are optimized in consideration of the resistance of the anchoring blades and the friction resistance of the sandy soils. The concept of highdensity compression friction anchoring is used to design the new bolts, which are installed by means of selfscrewing. New screw bolts are designed after the bolts have been trialled in 5 typical sandy soil job sites in Xi'an. The newlydesigned bolts are used in the reinforcement of the foundation pit of TJSG4 bid section of line 2 of Xi'an Metro, which demonstrates that the bolts are reliable both in theory and practice.
Key words: screw bolt, Metro, soil nail, soil bolt, foundations pit reinforcement, recoverable bolt
蔺云宏, 罗文静, 任飞. 土层自旋锚杆锚固技术研究[J]. 隧道建设, 2010, 30(3): 235-237,256.
LIN Yun-Hong, LUO Wen-Jing, LIN Fei. Study on Anchoring Technology of Screw Bolts in Soils[J]. Tunnel Construction, 2010, 30(3): 235-237,256.
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