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浅论钻孔灌注桩后压浆技术的施工
引用本文:张浩. 浅论钻孔灌注桩后压浆技术的施工[J]. 山西建筑, 2002, 28(10): 39-40
作者姓名:张浩
作者单位:山西捷远建筑实业有限公司,山西,太原,030012
摘    要:基于对后压浆技术机理的认识和对混凝土灌注桩存在的问题的原因分析,阐述了后压浆技术施工方法、工艺流程以及质量控制要点,有效地消除了钢筋混凝土灌注桩的弊端,提高了单桩承载力。

关 键 词:钻孔灌注桩 后压浆技术 施工 承载力 沉降量 压浆量
文章编号:1009-6825(2002)10-0039-02
修稿时间:2002-08-23

Construction of post grouting technology of cast-in-place bored piles
ZHANG Hao. Construction of post grouting technology of cast-in-place bored piles[J]. Shanxi Architecture, 2002, 28(10): 39-40
Authors:ZHANG Hao
Abstract:Based on the understanding of the mechanism of post grouting technology and analysis on the problems existed in concrete driven cast in place pile the construction method, technological process and quality control in post grouting construction are elaborated. Through those introductions the faults of reinforcement concrete driven cast in place pile are eliminated effectively and the bearing capacity of single pile is greatly enhanced.
Keywords:post grouting technology   bearing capacity   settlements   grouting  
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