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灌注桩后压浆技术的工程实践
引用本文:胡胜华,张所邦,韩朝,刘宝斌,汤士博.灌注桩后压浆技术的工程实践[J].探矿工程,2014,41(12):71-74.
作者姓名:胡胜华  张所邦  韩朝  刘宝斌  汤士博
作者单位:[1]湖北鄂西地质基础工程有限公司,湖北宜昌443100; [2]辽宁省第七地质大队,辽宁丹东118003
摘    要:钻孔灌注桩的孔底沉渣和桩侧泥皮限制了灌注桩的应用,而灌注桩后压浆技术的应用,较好地解决了这一难题。结合工程实际,叙述了后压浆技术的施工技术要点和施工控制措施,分析了影响注浆管“开塞”的因素及确保成功“开塞”的技术措施。

关 键 词:钻孔灌注桩  后压浆  孔底沉渣  注浆器开塞
收稿时间:2014/6/12 0:00:00
修稿时间:2014/7/28 0:00:00

Engineering Practice of Post-grouting in Cast-in-situ Pile
HU Sheng-hu,ZHANG Suo-bang,HAN Chao,LIU Bao-bin and TANG Shi-bo.Engineering Practice of Post-grouting in Cast-in-situ Pile[J].Exploration Engineering(Drilling & Tunneling),2014,41(12):71-74.
Authors:HU Sheng-hu  ZHANG Suo-bang  HAN Chao  LIU Bao-bin and TANG Shi-bo
Institution:HU Sheng-hua, ZHANG Suo-bang, HAN Chao, LIU Bao-bin, TANG Shi-bo (1. Hubei West Hubei Geological Foundation Engineering Co. , Ltd. , Yichang Hubei 443100, China; 2. The 7th Geological Unit of Liaoning Province, Dandong Liaoning 118003, China)
Abstract:The application of bored pile is restricted because of the hole bottom sediment and mudcake on pile, which is solved by the post-grouting technology in cast-in-situ pile construction.Combined with the engineering practice, the paper discusses the main technical points and control measures in construction of post-grouting and analyzed the affecting factors on holes “rushing” of grouting pipe and the technical measures to ensure the holes “rushing” of grouting pipe.
Keywords:bored cast-in-situ pile  post-grouting  hole bottom sediment  holes “rushing” of grouting pipe
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