张华东, 王庆华, 雷治国. 2008: 高喷插芯组合桩技术在工业项目中的应用. 工程地质学报, 16(S1): 373-376.
    引用本文: 张华东, 王庆华, 雷治国. 2008: 高喷插芯组合桩技术在工业项目中的应用. 工程地质学报, 16(S1): 373-376.
    ZHANG Huadong, WANG Qinghua, LEI Zhiguo. 2008: TECHNOLOGY AND APPLICATION OF JG SOIL-CEMENT-PILE STRENGTHENED PILE IN INDUSTRIAL PROJECTS. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 373-376.
    Citation: ZHANG Huadong, WANG Qinghua, LEI Zhiguo. 2008: TECHNOLOGY AND APPLICATION OF JG SOIL-CEMENT-PILE STRENGTHENED PILE IN INDUSTRIAL PROJECTS. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 373-376.

    高喷插芯组合桩技术在工业项目中的应用

    TECHNOLOGY AND APPLICATION OF JG SOIL-CEMENT-PILE STRENGTHENED PILE IN INDUSTRIAL PROJECTS

    • 摘要: 简称JPP由高压旋喷桩和同心插入其中的芯桩组成,芯桩可由钢筋混凝土、素混凝土、钢材等材料制成。利用旋喷工艺加固土层、穿透硬土夹层或对桩端土进行加固,提高桩侧摩阻力和端阻力,芯桩(预制桩、沉管桩、钢桩等)具有足够的桩身截面强度,能满足承载要求,通过高压旋喷水泥土桩和强度很高的芯桩的有效组合,使单桩承载力显著提高。唐山蓝欣玻璃项目桩基采用该技术,成功解决了普通预制桩难以穿透中部粉土、粉砂层的难题,避免挤土效应,提高了单桩承载力,降低工程造价,经济效益和社会效益明显。

       

      Abstract: JG (Jet Grouting) soil-cement-Pile strengthened pile (for short JPP)technology is an advanced technology and economic environment of new technology patents. Which was developped after years of study and practice, aim at coastal land area of soft pile lateral friction and lower-end resistance characteristics. JG(Jet Grouting) soil-cement-Pile strengthened pile combinations of high jet by the High Pressure Jet piles and piles into one of the core concentric pile composed by the pile of reinforced concrete core, of concrete, steel and other materials. JG use of reinforced soil, through hard soil or bottom of the pile-soil reinforcement and improve pile lateral friction and end resistance, the core pile (precast piles, sink steel tube Piles and piles of steel, etc.) have sufficient cross-section of the pile Strength, to satisfy the load demand, High-pressure JG pile and high-core pile are effective combination, pile bearing capacity significantly increased. So the pile has low-cost, economic environment, high bearing capacity of the notable features etc. Tangshan Lanxin Glass project use this pile, Which Successfully resolved the problems of the ordinary pile of prefabricated difficult to penetrate the silty material and silty sand layer, avoid soil extrusion effect, raise the pile bearing capacity, reduce the project cost, economic efficiency and social Obvious benefits.

       

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