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桩端后压浆在苏通大桥基础工程中的应用与研究
引用本文:管义军.桩端后压浆在苏通大桥基础工程中的应用与研究[J].公路交通科技,2006,23(7):100-103,107.
作者姓名:管义军
作者单位:江苏省苏通大桥建设指挥部,江苏,南通,226009
摘    要:桩端后压浆技术目前在我国已得到了广泛应用,但多用于城市高层建筑的桩基中,在桥梁特别是在大型桥梁工程中的应用还缺乏成熟的经验。通过苏通大桥19根试桩和主桥、辅桥494根大直径深长桩首次运用U管压浆的成功实践,揭示了压浆的作用机理,提出了实用的理论计算公式,研究了U管压浆装置和成套的施工工艺及质量控制标准,并采用CT检测和承载力自平衡对比试验等手段,有力地验证了压浆取得的效果,值得在类似工程中借鉴和参考。

关 键 词:大直径深长桩  桩端压浆  机理分析  工艺设计  承载力提高
文章编号:1002-0268(2006)07-0100-04
收稿时间:2005-12-29
修稿时间:2005-12-29

Application and Research of Pile Tip Grouting on Sutong Bridge Foundation
GUAN Yi-jun.Application and Research of Pile Tip Grouting on Sutong Bridge Foundation[J].Journal of Highway and Transportation Research and Development,2006,23(7):100-103,107.
Authors:GUAN Yi-jun
Institution:Jiangsu Provincial Sutong Bridge Construction Commanding Department, Jiangsu Nantong 226009, China
Abstract:Pile tip grouting technique has been widely adopted in China, especially in pile foundation of high building. As for bridge construction esp. large-scale bridge construction, there is little experience in its application. This article explains the operation mechanism of grouting based on the successful practice of U-pipe grouting adopted in Sutong Bridge project, i.e. 19 trial piles and 494 large-diameter long piles both for main bridge and auxiliary bridge. This article also introduces practical calculation formula and presents the research results of U-pipe grouting device and a whole set of construction workmanship and quality control standards. Finally it effectively identifies the good results of grouting with means of CT inspection and bearing capacity comparison.
Keywords:large-diameter long pile  pile tip grouting  mechanism analysis  design of procedure  improvement of bearing capacity
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