Study on the System of Multi-Directioncal Inclined Modular Anchorage in the Tunnel Surrounding Rock of Horizontal Bedded

Abstract:

Tunnel construction, inevitably crosses the surrounding rock of the horizontal bedded .The construction prone to bring about the accident of the local deformation, swaping blocks even the overall collapse, in particular,before completing supporting and reinforcement. Thus, it is particularly important to finish the anchoring timely. The design and construction methods of the conventional vertical anchoring system easily leads to personnel injured, the quality of construction is difficult to guarantee, etc. In the paper, the construction technology which is we adopted is using the way to unite the bedded wall rock inclined bolt and the vertical rock layers bolt .In anchoring, we optimize the spatial arrangement and the construction time. Simultaneously, we analysis the system which is the paper adopted and the tradition technology by the mechanical theory. The results show that there is the consistent effect between the new technology and the old one. However, the new one is to reduce the construction risk and to ensure the constructors’ safe. In conclusion, the new system has the significance of guidance and reference in tunneling.

• Periodical: Applied Mechanics and Materials (Volumes 170-173)
• Pages: 1761-1764
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.170-173.1761
• Online since: May 2012
• Authors: Qian Guan Zhang
• Keywords: Anchor, Stratified Rock, Tilted Anchorage System, Tunnel Engineering

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