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某大桥大直径钻孔灌注桩缺陷处理
引用本文:张秀成,黄兆荣.某大桥大直径钻孔灌注桩缺陷处理[J].莆田学院学报,2008,15(5).
作者姓名:张秀成  黄兆荣
作者单位:莆田学院,土木建筑工程学系,福建,莆田,351100
基金项目:福建省教育厅科研项目,莆田学院校科研和教改项目
摘    要:莆田市城港大道木兰溪大桥的下部结构主桥桥墩有若干个直径为3.0m、2.5m的大直径钻孔灌注桩,浇注完毕后经检测发现个别桩身存在缺陷,严重影响该桥的质量,经研究采用钻孔注浆法进行处理,处理后缺陷桩达到了设计要求。

关 键 词:木兰溪大桥  大直径  钻孔灌注桩  钻孔注浆法  缺陷

The Treatment of Some Defects of Bored Piles with Large Diameter in a Bridge
ZHANG Xiu-cheng,HUANG Zhao-rong.The Treatment of Some Defects of Bored Piles with Large Diameter in a Bridge[J].journal of putian university,2008,15(5).
Authors:ZHANG Xiu-cheng  HUANG Zhao-rong
Institution:ZHANG Xiu-cheng,HUANG Zhao-rong ( Architecture Engineering Department,Putian University,Putian Fujian 351100,China )
Abstract:There were many bored piles with large diameter of 3.0 m and 2.5 m in the substructure of piers in the main bridge located in the Mulan River bridge of the avenue of Chenggang. After pouring concrete we detected that some bored piles were so deficient that the quality of the bridge was seriously affected. We used the method of boring hole to pour grout to handle the problem. We found the piles with some defects accorded with the design demand through this process.
Keywords:Mulan River bridge  large diameter  bore piles  method of boring hole to pour grout  defect  
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