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组合式深水施工平台设计与施工

         

摘要

To solve the problem of pile stability in the bare rock of a steep hill for a wharf, the technology for stabilize piles with a deep water platform was studied. Through theoretical calculations and practical applications, the structural designs of working platforms and the technology for temporary positioning of piles were solved and other technological problems like positioning, lifting, stabilizing and driving of piles during piling operations were also solved, providing reference for pile driving in similar geological conditions.%为解决码头陡坡裸岩区域的稳桩问题,开展了深水平台稳桩工艺研究,通过理论计算和实践解决了平台结构设计、稳桩临时加固以及稳桩施工中的定位、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参考依据.

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