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陡坡及基岩裸露地质条件下的稳桩工艺
引用本文:潘一强.陡坡及基岩裸露地质条件下的稳桩工艺[J].水运工程,2012(1):179-182.
作者姓名:潘一强
作者单位:中交第三航务工程局有限公司宁波分公司,浙江宁波,315200
摘    要:为解决码头陡坡裸岩区域的稳桩问题,开展了常规人工基床抛投以及导管架稳桩工艺的探索施工,根据不同地质影响解决了稳桩临时加固、导管架工艺的结构研究以及现场施工中的定位、提升、稳固、沉桩等技术问题,为同类型地质条件的稳桩工艺提供了参考依据。

关 键 词:裸露基岩  稳桩  人工基床  导管架

Stabilizing of pile under condition of steep slope and bare bedrock
PAN Yi-qiang.Stabilizing of pile under condition of steep slope and bare bedrock[J].Port & Waterway Engineering,2012(1):179-182.
Authors:PAN Yi-qiang
Institution:Ningbo Branch of CCCC Third Harbor Engineering Co., Ltd., Ningbo 315200, China
Abstract:To solve the problem of pile stabilization in the dock steep slope bare rock area, we carried out routine artificially flattened bed dumping, and the exploratory construction for the catheter frame pile stabilization process. We solved the technical problems such as pile stabilization temporary reinforcement, the construction study of catheter frame technology, and the positioning, ascension, solid, sinking of pile on site, according to different geologic conditions, and provided a referential basis for the pile stabilizing technology under the same kind geologic condition.
Keywords:bare rock  stabilizing of pile  artificially flattened bed  catheter frame
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