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岩溶地区人工挖孔改冲击钻成孔的应用技术
引用本文:刘湘源,;严林征.岩溶地区人工挖孔改冲击钻成孔的应用技术[J].水运科技信息,2014(5):68-70.
作者姓名:刘湘源  ;严林征
作者单位:[1]湖南省郴州公路桥梁建设有限责任公司,郴州423000; [2]中交第二航务工程局第五工程公司,武汉430040
摘    要:以汝郴高速公路赤石特大桥主8号墩桩基施工为例,阐述了在岩溶发育地区的桥梁桩基施工中,人工挖孔不能满足正常施工需求时,改为机械冲孔施工的应用技术及施工效果。

关 键 词:岩溶地区  人工挖孔  冲击钻成孔  应用技术

Application Technology of Transformation of Manual Hole Digging to Percussion Drilling Hole in Karst Area
Institution:Liu Xiangyuan, Yan Linzheng (1. Hunan Province, Chenzhou road and Bridge Construction Co. , Ltd. , Chenzhou 423000, China; 2. CCCC Second Harbor Engineering Company of the Fifth Engineering, Wuhan 430040, China)
Abstract:In this paper,taking the 8# main pier foundation construction of Akaishi Bridge in Ruchen expressway as an example,the construction of bridge pile foundation in karst area is described.Be-cause manual hole digging can not meet the normal demand for construction,the technology of me-chanical punching construction has achieved very good results,and provides a safe and reliable method of construction.It can also provide remarkable benefit for the similar geological conditions.
Keywords:karst area  manual hole digging  percussion drilling hole  application technology
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