摘要
根据松花江特大桥主桥基础围堰水文、地质及现场实际情况分析,综合考虑各围堰方案工艺、工期、造价等因素,进行深水围堰方案比选,最终确定单层钢板桩围堰、无封底混凝土、大管井降水井降水的施工方案。
According to the analysis on hydrological, geological and the actual situations of cofferdam of the fondation in the songhua river super major bridge, and the account o f each cofferdam's techno ingy, time, cost, deep water cofferdam scheme comparison and choice is done, and finally the de sign of single steel sheet pile cofferdam, no bottom sealing concrete, and reducing water level by big tube well is selected.
出处
《工程建设与设计》
2012年第7期184-186,共3页
Construction & Design for Engineering
关键词
深水围堰
方案比选
钢板桩
无封底混凝土
大管井降水井
deep water cofferdam
scheme comparison and choice
steel sheet pile
no bottom sealing concrete
reduce water level by big tube well