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城市高架橋梁灌注樁后注漿技術(shù)應(yīng)用研究
郭旸1,2
摘 要

1同濟(jì)大學(xué),上海 200092;2 上海城興市政工程設(shè)計(jì)有限公司,上海 200235

 [摘要]  本文介紹了鉆孔灌注樁樁側(cè)與樁底復(fù)合后注漿機(jī)理及注漿裝置設(shè)計(jì),并制定了操作流程與注意事項(xiàng),最后通過(guò)對(duì)試驗(yàn)樁基數(shù)據(jù)的分析,給出了適合本工程的承載力提高系數(shù),為類似工程的設(shè)計(jì)施工提供一定的參考。

 

[關(guān)鍵詞]  后注漿;灌注樁;承載力

 

中圖分類號(hào):              文獻(xiàn)標(biāo)識(shí)碼:         文章編號(hào):14S1199

 

作者簡(jiǎn)介:郭旸,學(xué)士,工程師,Emailhmilye@gmail.com。

 

Application research of pile post-grunting technology for city elevated road

Guo Yang1,2

(1 Tongji University, Shanghai 200092, China; 2 Shanghai Chengxing Urban Engineeringdesign Co.,Ltd., Shanghai 200235, China)

 

Abstract: This article describes the mechanism of post-grouting combination as well as the design of grouting device for pile’s side and bottom. Besides, the article also introduces the handling process and operation guidelines for the technology. Finally, according to the testing data analysis of the bearing capacity experiment, we could provide the addtional coefficient of bearing capacity that is suitable for this project. Meanwhile, it is also a significant milestone of offering the valuable reference to the similar projects in the future.

 

Keywords: post-grouting; slurry drilled pile; bearing capacity

 

獻(xiàn)

[1]JTG D63—2007 公路橋涵地基與基礎(chǔ)設(shè)計(jì)規(guī)范[S].北京:人民交通出版社, 2007.

[2]JTG/T F50—2011 公路橋涵施工技術(shù)規(guī)范[S].北京:人民交通出版社, 2011.

[3]JGJ 94—2008 建筑樁基技術(shù)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社,2008.

 

[4]DGJ08-11—2010 地基基礎(chǔ)設(shè)計(jì)規(guī)范[S].上海, 2008.

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