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(冲)钻孔灌注桩后注浆技术在大楼基础工程中的应用
引用本文:陈加团. (冲)钻孔灌注桩后注浆技术在大楼基础工程中的应用[J]. 福建地质, 2010, 29(3): 269-274
作者姓名:陈加团
作者单位:福建省闽东工程勘察院,宁德,352100
摘    要:
根据宁德市港澳台侨联谊中心大楼基础工程施工中的实际情况,阐述了采用预埋导管对桩端土进行后注浆加固补强,提高单桩承载力,减少沉降量的机理及应用效果。

关 键 词:(冲)钻孔灌注桩  后注浆技术  持力层加固补强  基础工程

Application of the Post-injection Technique of Hole Grout Piles on the Foundation Engineering of a Multi-storied Building
Chen Jiatuan. Application of the Post-injection Technique of Hole Grout Piles on the Foundation Engineering of a Multi-storied Building[J]. Geology of Fujian, 2010, 29(3): 269-274
Authors:Chen Jiatuan
Affiliation:Chen Jiatuan(Southeastern Fujian Institute of Engineering Exploration,Ningde,352100)
Abstract:
Based on the foundation engineering construction of a multi-storied building in Ningde City,in the paper the author expatiated on the mechanism and the applied effect of the post-injection technique.The post-injection technique is that using pre-embedded pipes and strengthening the pile-tip concrete by post-injection it can improve the bearing load of single piles and decrease the subsidence values.
Keywords:hole grout piles  post-injection technique  strengthening and reinforcement of supporting courses  foundation engineering
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