ISSN 2096-4498 CN 44-1745/U
隧道建设（中英文） ›› 2007, Vol. 27 ›› Issue (3): 62-64,100.DOI: B
• 施工技术 • 上一篇 下一篇
邱芙君, 杨贵灏
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作者简介:
QIU Fu-Jun, Yang-Gui-Hao
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摘要：
在对压力型预应力锚索机理进行介绍的基础上，结合工程实例，对压力型预应力锚索的设计与施工工艺进行了较为详细的论述。实践证明本工程锚索设计合理，施工成功，工程安全可靠，压力型预应力锚索技术作为一种先进的手段，解决了高边墙地下洞室工程支护问题。
Abstract:
On basis of introducing the mechanisms of the pressure prestressed anchoring cables, the authors, taking case history as example, expatiate on the design and construction technology of pressure prestressed anchoring cables in detail. The practice proves that the design of the anchoring cables of the case history is reasonable, the construction of the anchoring cables is successful and the works is safe and reliable. By means of pressure prestressed anchoring cables, which are a kind of advanced technology, the problem of reinforcement of underground caverns with high side walls has been successfully solved.
中图分类号:
TV554+.13
邱芙君, 杨贵灏. 压力型预应力锚索在大跨度高边墙地下洞室中的应用[J]. 隧道建设, 2007, 27(3): 62-64,100.
QIU Fu-Jun, Yang-Gui-Hao. Application of Pressure Prestressed Anchoring Cables in Underground Caverns with Large Spans and High Side Walls[J]. Tunnel Construction, 2007, 27(3): 62-64,100.
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