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桩端后注浆施工工艺及应用
引用本文:吴志敏,徐爱民,吴庆勇. 桩端后注浆施工工艺及应用[J]. 低温建筑技术, 2006, 0(6): 115-117
作者姓名:吴志敏  徐爱民  吴庆勇
作者单位:1. 浙江大学建工学院,浙江,杭州,310027
2. 深圳市建筑总院二院,广东,深圳,518000
摘    要:阐述了桩端压力注浆桩的施工工艺,结合实例分析桩端压力注浆效果及后注浆桩的工作特性,指出桩端压力注浆不但提高了桩端承载力,桩侧摩阻力也得到较大提高。

关 键 词:桩端后注浆  承载力计算  施工工艺  灌注桩
文章编号:1001-6864(2006)06-0005-03
收稿时间:2006-03-08
修稿时间:2006-03-08

CONSTRUCTION TECHNOLOGY AND APPLICATION OF BEHIND GROUTING WAY FOR CAST-IN-PLACE PILES
WU Zhi-min,XU Ai-min,WU Qing-yong. CONSTRUCTION TECHNOLOGY AND APPLICATION OF BEHIND GROUTING WAY FOR CAST-IN-PLACE PILES[J]. Low Temperature Architecture Technology, 2006, 0(6): 115-117
Authors:WU Zhi-min  XU Ai-min  WU Qing-yong
Affiliation:Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
Abstract:The technology of the base-grouting way for castin-place piles was expounded in this paper.The grouting effect and specialitys of base-grouting pile were analyzed through a real example.It shows that press grouting not only improved the bearing capability of pile base,but also improved the bearing capability of pile skin.
Keywords:base-grouting pile  calculation of the bearing capability  technology  cast-in-place piles
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