ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2019, Vol. 39 ›› Issue (S2): 366-371.DOI: 10.3973/j.issn.2096-4498.2019.S2.046
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QIN Liang, ZHAO Lixin, YANG Tao
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Abstract:
In order to complete the rectangular anti-slide pile safely, quickly and efficiently, shorten the construction period and reduce the cost, the construction method and technology of anti-slide pile are optimized and improved by studying the traditional practice of anti-slide pile in China and abroad. The steel pipe is adopted at holehead of rectangular anti-slide pile to provide protection and guidance, and the method of soil collection by small bit + middle soil collection by big bit + edge repairing by rectangular trimming device + overall adjustment of reinforcing bar cage + grouting by conduit is adopt in hole to achieve fast hole and pile forming. The matching mechanical construction tools, methods and techniques are developed. By comparing to traditional pile drilling method, the method mentioned-above is with higher efficiency, lower cost and less risk.
Key words: loess stratum, rectangular anti-slide pile, rotary drilling
CLC Number:
U 455. 4
QIN Liang, ZHAO Lixin, YANG Tao. Rapid Pile Drilling Technology by Rotary Drilling of Rectangular Anti-slide Pile in Loess Stratum and Its Application[J]. Tunnel Construction, 2019, 39(S2): 366-371.
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URL: http://www.suidaojs.com/EN/10.3973/j.issn.2096-4498.2019.S2.046
http://www.suidaojs.com/EN/Y2019/V39/IS2/366