摘要
杨梅洲大桥22~#索塔位于水陆交界处且溶洞地质发育,论述在复杂环境下钻孔灌注桩的成桩要点,以保证桩基施工安全、经济、高效。主要研究内容包括搭设锁口钢管桩围堰施工平台,优化围堰内群桩施工顺序以及在溶洞发育条件下改善钻孔成桩技术。研究成果对类似工程施工具有重要的参考借鉴意义。
The No. 22 tower of the Yangmeizhou Bridge locates in Land-water Interface with many karst caves. This paper attempts to propose key points of construction for bored piles in such complicate conditions to guarantee the safety, economy and high efficiency. The main research contents include building a composite steel tube pile cofferdam as a constrcution plaform,optimizing the execution order of group of piles in the cofferdam,and improving the construction technology for bored piles in the karst area. Such study can provide significant suggestions and references for similar engineering construction..
作者
蔡晓男
张文渊
王禹栋
Cai Xiaonan;Zhang Wenyuan;WangYudong(Cai Xiaonan, Zhang Wenyuan,Wang Yudong No. 2 Engineering Co. ,Ltd. ofCCCC Third Harbor Engineering Co. , Ltd. , Shanghai 200030, China)
出处
《岩土工程技术》
2019年第2期66-69,共4页
Geotechnical Engineering Technique
关键词
溶洞
钻孔灌注桩
桥梁施工
围堰平台
karst cave
bored pile
bridge construction
cofferdam platform