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桩侧后注浆抗拔桩技术的研究与应用

王卫东, 吴江斌, 王向军, 黄茂松

王卫东, 吴江斌, 王向军, 黄茂松. 桩侧后注浆抗拔桩技术的研究与应用[J]. 岩土工程学报, 2011, 33(sup2): 437-445.
引用本文: 王卫东, 吴江斌, 王向军, 黄茂松. 桩侧后注浆抗拔桩技术的研究与应用[J]. 岩土工程学报, 2011, 33(sup2): 437-445.
WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun, HUANG Mao-song. Study and application of side-grouting uplift piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 437-445.
Citation: WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun, HUANG Mao-song. Study and application of side-grouting uplift piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 437-445.

桩侧后注浆抗拔桩技术的研究与应用  English Version

详细信息
    作者简介:

    王卫东 (1969 – ) ,男,辽宁人,工学博士,教授级高级工程师,一级注册结构工程师, 从事高层建筑地基基础、地下工程、深基坑工程的设计与研究。

  • 中图分类号: TU473

Study and application of side-grouting uplift piles

  • 摘要: 桩侧后注浆抗拔桩是指灌注桩成桩后通过桩侧预埋注浆装置注浆,改变桩身与桩周土的接触界面特性,从而提高抗拔承载力。 介绍了桩侧后注浆抗拔桩的侧注浆装置、施工工艺参数和桩型特点。基于现场足尺试验、离心模型试验、剪切面试验等对桩侧后注浆抗拔桩、扩底抗拔桩和等截面抗拔桩进行对比,初步认识了桩侧后注浆抗拔桩的承载能力、承载变形特性及桩土接触界面的力学特性和注浆增强机理。结合工程实践提出了估算桩侧后注浆抗拔桩承载力的增强系数法和荷载传递法。介绍了桩侧后注浆抗拔桩技术在上海世博 500 kV 地下变电站和上海白玉兰广场工程的应用。
    Abstract: Compared to the usual bored uplift piles, the side-grouting bored uplift piles are more effective in providing the uplift resistance by changing the interface property between the pile and the soil. The main features of the side-grouting system, construction technology and pile parameters are presented. Based on the full-scale tests, centrifugal model tests and shear tests, comparisons among the side-grouting uplift piles, base-enlarged uplift pile and straight shaft uplift pile are carried out. Some initial acknowledgement is attained, such as the bearing capacity, characteristics of load-displacement relation, interface mechanics between the pile and the soil and the strengthening mechanism of grouting. According to the engineering practice, two methods to calculate the bearing capacity of the side-grouting uplift piles are introduced, that is, grouting-strengthening empirical method and load-transfer method. The application cases of the side-grouting uplift piles in Shanghai EXPO 500 kv underground transformer substation and the project of Baiyulan Square are introduced.
  • [1] 王卫东 , 吴江斌 , 黄绍铭 . 上海软土地区扩底抗拔桩的研究与工程应用 [C]// 中国建筑学会地基基础分会 2006 学术年会论文集 . 南昌 , 2006: 101 – 111. (WANG Wei-dong, WU Jiang-bin, HUANG Shao-ming. Research and application of uplift pile with enlarged base in soft ground of Shanghai[C]// Proc of the 2006 Academic Annual Meeting of Ground and Foundation. Nanchang, 2006: 10 – 111. (in Chinese))
    [2] 王卫东 , 吴江斌 , 许 亮 , 等 . 软土地区扩底抗拔桩承载特性试验研究 [J]. 岩土工程学报 , 2007, 29 (9): 1418 – 1422. (WANG Wei-dong, WU Jiang-bin, XU Liang, et al. Full-scale field tests on uplift behavior of piles with enlarged base[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (9): 1418 – 1422. (in Chinese))
    [3] 吴江斌 , 王卫东 , 黄绍铭 . 扩底抗拔桩扩大头作用机理的数值模拟研究 [J]. 岩土力学 , 2008, 29 (8): 2115 – 2120. (WU Jiang-bin, WANG Wei-dong, HUANG Shao-ming, et al. Uplift mechanism of enlarged base of belled pile by numeric analysis[J]. Chinese Journal of Geotechnical Engineering, 2008, 29 (8): 2115 – 2120. (in Chinese))
    [4] 吴江斌 , 王卫东 , 黄绍铭 . 等截面桩与扩底桩抗拔承载特性之数值分析研究 [J]. 岩土力学 , 2008, 29 (9): 2583 – 2588. (WU Jiang-bin, WANG Wei-dong, HUANG Shao-ming. Numerical modeling of uplift behavior of normal piles with straight shaft and pedestal piles[J]. Chinese Journal of Geotechnical Engineering, 2008, 29 (9): 2583 – 2588. (in Chinese))
    [5] 郦建俊 , 黄茂松 , 木林隆 , 等 . 分层地基中扩底抗拔桩的计算方法研究 [J]. 岩土力学 , 2008, 29 (7): 1997 – 2003. (LI Jian-jun, HUANG Mao-song, MU Lin-long, et al. Research on computation methods of uplift capacity of enlarged base pile in layered soils[J]. Rock and Soil Mechanics, 2008, 29 (7): 1997 – 2003. (in Chinese))
    [6] 王卫东 , 翁其平 , 吴江斌 . 上海世博 500 kV 地下变电站超深抗拔桩的设计与分析 [J]. 建筑结构 , 2007, 37 (5): 107 – 110. (WANG Wei-dong, WENG Qi-ping, WU Jiang-bin. Design and analysis of the deep substructure’s uplift piles in the project of shanghai world exposition 500 kV underground electric substation[J]. Building Structures, 2007, 37 (5): 107 – 110. (in Chinese))
    [7] 吴 献 , 唐 甜 , 沈伟城 . 桩侧后注浆施工技术在软土地基超长灌注桩中的应用 [J]. 建筑施工 , 2007, 29 (8): 587 – 588. (WU Xian, TANG Tian, SHEN Wei-cheng. Application of side post-casting technique for ultra long bored pile under soft soil foundation[J]. Building Construction, 2007, 29 (8): 587 – 588. (in Chinese))
    [8] 吴江斌 , 王卫东 , 王向军 . 软土地区多种桩型抗拔桩侧摩阻力特性研究 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 93 – 98. (WU Jiang-bin, WANG Wei-dong, WANG Xiang-jun. Side resistance properties of multiple uplift piles in soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 93 – 98. (in Chinese))
    [9] 程明进 . 桩侧后注浆接触面特性试验研究与抗拔桩受力变形分析 [D]. 上海 : 同济大学 , 2010. (CHENG Ming-jin. Experimental study on behavior of grouting pile-soil interfaceand modelling load-deformation of uplift piles[D]. Shanghai: Tongji University, 2010. (in Chinese))
    [10] 李伟伟 , 钱建固 , 黄茂松 . 等截面抗拔桩承载变形特性离心模型试验及数值分析 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 17 – 20. (LI Wei-wei, QIAN Jian-gu, HUANG Mao-shong. Centrifugal model tests and numerical simulation on bearing capacity and deformation of uplift piles with uniform sections[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 17 – 20. (in Chinese))
    [11] 王向军 . 软土地区抗拔桩的承载及变形特性分析 [D]. 上海 : 同济大学 , 2010. (WANG Xiang-jun. Analysis of bearing capacity and displacement characteristic of uplift piles in soft soil area[D]. Shanghai: Tongji University, 2010. (in Chinese))
    [12] 王卫东 , 吴江斌 , 王向军 . 桩侧后注浆抗拔桩的试验研究与工程应用 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 284 – 289. (WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun. Full-scale tests of side-grouting uplift pile and application[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 284 – 289. (in Chinese))
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出版历程
  • 收稿日期:  2011-08-01
  • 发布日期:  2011-12-06

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